GATE / HOIST AND ALLIED WORKS - Karnatakawaterresources.kar.nic.in/S.R 2014-15/Data rates-Gate Works...

FOR THE YEAR : 2014-15

CONTENTS PAGES

REFERENCE DATA 1 -- 3

NOTES ON BASIC RATES 4 -- 4

DATA FOR SCHEDULE OF RATES 5 -- 179

ANNEXURE-1 ( Data for Enabling works ) 180 -- 186

ANNEXURE-2 ( Details of Materials / Cutting / Welding ) 187 -- 258

CHAPTER - WRD: 7

WATER RESOURCES DEPARTMENT

SCHEDULE OF RATES

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GATE / HOIST AND ALLIED WORKS



COST OF MATERIALS :

1 Acytelene gas per cum `: 375.00

2 Alloy steel ( Corbon steel : IS : 1570 ) Shafts per kg `: 260.00

3 Alloy steel ( Stainless steel : IS : 1570 ) Pins per kg `: 315.00

4 Bolt / Nut / Washer ( hot dipped galvanized ) per kg `: 120.00

5 Bolt / Nut / Washer ( mild steel ) per kg `: 90.00

6 Bolt / Nut / Washer ( stainless steel ) per kg `: 200.00

7 Bronze / Alluminium alloy ( IS : 305 ) Bearings / Bushes per kg `: 945.00

8 Cast iron blocks per kg `: 50.00

9 Cast steel Drums / Gears per kg `: 210.00

10 Cast steel Pinions per kg `: 210.00

11 Cast steel Wheels / Pulleys / Hubs / Rollers / Retainers per kg `: 175.00

12 Chequered plate per kg `: 53.69

13 Coaltar epoxy paint per ltr `: 230.00

14 Degreasing / derusting / phasphate coating chemical per ltr `: 305.00

15 Forged steel Hooks / Shackles per kg `: 235.00

16 Gas cutting set ( 2 Nos 15 m hose and nozzle unit ) `: 2200.00

17 Grease per kg `: 288.00

18 MS pipe 300 mm dia per kg `: 70.00

19 MS pipe 32 mm dia per Rm `: 190.00

20 Oxygen gas per cum `: 70.00

21 Rails 45 kg / m per tonne `: 52820.00

22 Rubber bottom seal ( flat type ) IS : 11855 per Rm `: 215.00

23 Rubber corner seal ( music note teflon claded ) IS : 11855 per Rm `: 1050.00

24 Rubber corner seal ( music note uncladed ) IS : 11855 per Rm `: 425.00

25 Rubber side seal ( music note teflon claded ) IS : 11855 per Rm `: 950.00

26 Rubber side seal ( music note uncladed ) IS : 11855 per Rm `: 330.00

27 Rubber side seal ( Z - type ) IS : 11855 per Rm `: 410.00

28 Stainless steel plate / flats per kg `: 180.00

29 Steel wire rope 6x37 construction per kg `: 160.00

30 Structural steel angle / channel / beam / bars per kg `: 49.14

31 Structural steel plate / flats per kg `: 51.14

32 Synthetic enamel paint ( 1st quality ) per ltr `: 232.00

33 Welding electrodes 4 mm x 450 mm ( general purpose ) per No. `: 10.00

34 Welding electrodes 4 mm x 450 mm ( low hydrogen ) / No. `: 18.00

35 Welding electrodes 4 mm x 450 mm ( stainless steel ) per No. `: 63.00

36 Welding holder set ( cable / holder / gloves / mask etc ) per set `: 6600.00

37 Wire brush per Each `: 50.00

38 Zinc per kg `: 210.00

39 Zinc rich ( zinc content : 85 % ) epoxy primer paint per ltr `: 708.00

40 Zinc chromate red oxide primer per ltr `: 196.00

LEAD, LOADING & UNLOADING CHARGES: Unloading

1 Steel per tonne `: 55.40 81.50 81.50

1 km lead Loading

GATE / HOIST AND ALLIED WORKS -- REFERENCE DATA

1


HIRE CHARGES OF MACHINERY: Crew charge

1 Bending machine per hour `: 43.00 96.00 76.00

2 Diesel generating set 50 kVA per hour `: 104.00 908.00 75.00

3 Grinder per hour `: 20.00 32.00 97.00

4 Mobile crane 8 t ( pick & carry ) per hour `: 411.00 681.00 126.00

5 Mobile crane 25 t ( revolving ) per hour `: 4206.00 1891.00 121.00

6 Planing machine per hour `: 97.00 96.00 122.00

7 Plate shearing machine per hour `: 68.00 128.00 76.00

8 Pug cutting machine per hour `: 18.00 3.00 ---

9 Stationery Derric crane ( revolving ) per hour `: 73.00 14.00 ---

10 Tower crane 5 tonne per hour `: 1096.00 166.00 103.00

11 Transformer 250 kVA per month `: 3884.00 --- ---

12 Upright / Hand drilling machine per hour `: 20.00 32.00 97.00

13 Welding transformer per hour `: 13.00 77.00 ---

WAGES OF WORKERS: Per day

1 Electrician `: 241.23

2 Foreman `: 276.73

3 Gas cutter `: 254.73

4 Heavy mazdoor `: 238.73

5 Helper fabrication / erection `: 239.73

6 Khalasi `: 241.23

7 Marker / Erector / Fabricator / Machanic `: 254.73

8 Painter Class-II `: 239.73

9 Welder ( General ) `: 254.73

10 Welder ( X-ray quality ) ( 10 % extra over Welder ) `: 280.20

ELECTRIC SUB-STATION MATERIALS:

1 RCC Pole 8m length (145kg/WL) including earth work, erection etc., `: 6047.00

2 Flood light 250/450 W ( HPMH/HPSodium vapour lamp ) `: 899.00

3 Flood light luminaire set (250W HPMH/HPSV with control gear box) `: 5754.00

4 Fluoscent tube light ( 2'/4'-36/40W) `: 40.00

5 Fluoscent tube light set ( Patti type with electronic ballast 1 x 4'-28W) `: 558.00

6 Moulded case Circuit breaker (four pole 700-800Amps 50kA) `: 41609.00

7 HT/LT Rabbit Conductor (6/3.15mm AI+6/3.15mm steel) `: 47000.00

8 PVC Armoured cable 10 sqmm and below (4 core-1.1KV LTUG cable) `: 118.80

9 PVC Armoured cable 16 sqmm (4 core-1.1KV LTUG cable) `: 140.40

10 PVC Armoured cable 25 sqmm (3.5 core-1.1KV LTUG cable) `: 165.60

11 PVC Armoured cable 70 sqmm (3.5 core-1.1KV LTUG cable) `: 270.00

Hire charge Fuel charge

2


OTHER DATA :

1 Contractor's Overheads on Materials / Machinery / Labour % 5.00

2 Contractor's Profit on Materials / Fuel & Energy charges / Labour % 10.00

3 Demand charges per kVA / month `: 190.00

4 Electric power kWhr 7.15

5 Excise duty on cost of supplies % 8.24

6 Insurance charges on gate / hoist parts % on cost 1.00

7 Interest on average capital cost % / annum 11.00

8 Hidden cost on Labour % 15.00

Hidden cost on Labour ( additional for Gate / Hoist works ) % 15.00

9 Small Tools & Plant on Materials / Machinery / Labour % 1.00

10 Sundries ( Lump sum rate for unquantified inputs ) `: 44.00

11 Cost of Power supply arrangements ( Annexure-1.a ) % 1.90

12 Cost of Other enabling works ( Annexure-1.b ) % 1.40

3


NOTES ON SCHEDULE OF RATES



1. All notes under ' General Notes on Schedule of Rates ' are applicable to ' Gate / Hoist and

Allied Works ' also to the extent they are relevant.

2. All materials / bought out components for embedded parts, gates, hoists and allied works

shall conform to relevant Indian standards / technical specifications and approved drawings.

3. The basic rates are inclusive of preparation of designs / drawings / material schedules etc.,

as per specifications and other technical data including revisions.

4. The basic rates are inclusive of cost of all materials, machinery, labour, fabrication, erection,

commissioning and testing of gates, hoists and other related components as per technical

specifications.

5. The basic rates are inclusive of taxes, duties, levies and all other incidental charges except

sales tax on works contract. Separate provision shall be made in the estimate towards sales

tax on works contract at the rate prevailing at the time of preparation of estimate.

6. The basic rates are inclusive of rehandling at fabrication and erection sites.

7.a. The basic rates are inclusive of 1 km lead and all lifts for structural steel and all leads and lifts

for other materials. For working out additional lead charges for structural steel 1 km lead

included in basic rate shall be deducted from total lead. The quantity of structural steel

for working out additional lead, loading and un-loading charges shall be as per Note: 2 under

each item.

7.b. The basic rates are inclusive of 3 percent provision towards cost of packing, forwarding and

transportation of all materials other than structural steel from their source of supply upto work

site. No lead charges shall be added for materials other than structural steel.

8. Unless otherwise specified the basic rates are inclusive of standard finish required for all the

fabricated and bought out gate and hoist components.

9. The basic rates are inclusive of preparatory works such as rectification of damages, repairing

shop painting, cleaning, positioning and anchoring first stage embedments, cleaning surface

for field painting etc.

10. The basic rates are exclusive of cost of river diversion arrangements, dewatering, desilting etc.

11. Unless otherwise specified the basic rates for items are on per tonne basis. The rate per set

or per number shall be worked out on the basis of rate per tonne and the tonnage computed

as per detailed designs / empirical formulae furnished in the ' Note ' under each item.

12. Minimum dry film thickness for zinc rich epoxy primer paint and coal tar epoxy paint shall be

40 microns per coat and 100 microns per coat respectively.

4


SECTION: GATE / HOIST & ALLIED WORKS. YEAR : 2014-15 ITEM No: WRD: 7.1

ITEM: Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill

beam, wall plates, seal seats, anchors, anchor girders, yoke girders, tie flats, trunnion supports,

rope and pulley supports etc., with all accessories for spillway radial gates including cost

of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning,

applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint

etc., complete as per specifications and approved drawings with lead upto 1 km and all lifts

for structural steel components and all leads and lifts including packing / forwarding

charges for other materials.

DATA:Embedded parts for radial gate consist of sill beam / wall plates / anchor girders / yoke girders /

tie flats / trunnion supports etc., with all accessories. The weight of embedded parts for radial

gate will be generally at about 25 to 30 percent of weight of radial gate leaf.

Consider embedded parts for radial gate for spillway opening of size 15 m x 9 m at crest.

Size of gate for 15 x 9 m opening at crest with gate sill on d /s 0.6 m below crest level.

Length of gate : 15 m Head of water at sill level : 9.60 m Height of gate : 9.75 m

Weight of radial gate leaf in tonne with end shield and hood based on empirical formula :

Weight of radial gate in tonnes = 0.0710 x ( L 2

x H x h ) 0.673

Where ( L ) is length and ( H ) is height and ( h ) is head of water in metres.

Consider weight of embedded parts in tonnes @ 25% of weight of radial gate.

= 0.25 x 0.710 x ( L 2

x H x h ) 0.673

= 0.0177 x ( 15 x 15 x 9.75 x 9.6 ) 0.673

: 14.377

The weight computed as above based on empirical formula is further checked by computing the

actual weight as per embedded parts fabrication drawings for gate of same size provided for one

of the dam work.

Actual weight of embedded parts as per data in Item :1 of Annexure-2 : 14.334 tonnes

Consider actual weight of embedded parts for data rate analysis.

Consider details of Material / Gas cutting / Welding based on fabrication drawings of embedded

parts for radial gate provided for one of the dam having 15 m x 9 m spillway opening at crest for

rate analysis ( for details refer Item :1 of Annexure-2 ).

1. Requirement of materials :

a. Structural steel conforming to IS : 2062 :

Angles / beams / channels / bars with 2.5 % wastage ( 679x1.025) : 696 kg

Plates / flats with 2.5 % wastage ( 13356 x 1.025 ) : 13690 kg

b. Alloy steel conforming to IS : 1570 :

Stainless steel plates / flats with 2.5 % wastage ( 190 x 1.025 ) : 195.00 kg

c. Bolt / Nut / Washer conforming to IS : 1363 :

MS bolts / nuts with 2.5 % wastage ( 109 x 1.025 ) : 112 kg

d. Welding electrodes ( General purpose / Low hydrogen / Stainless steel ) :

GP / LH electrodes as per data sheet ( Item:1 Annexure-2 ) : 7539 Nos

Add for variations / wastage / misc welding @ 10 % ( 7539 x 0.1 ) : 754 Nos

Total requirement of GP / LH electrodes : 8293 Nos

for stitch welding GP electrodes @t 10 % of total ( 8293 x 0.10 ) : 829 Nos

for run welding LH electrodes @ 90 % of total ( 8293 x 0.90 ) : 7464 Nos

Stainless steel electrodes as per data sheet ( Item:1 Annexure-2 ) : 876 Nos

5

GATE / HOIST AND ALLIED WORKS - DATA RATES


Add for variations / wastage @ 5 % ( 876 x 0.05 ) : 44 Nos

Total requirement of Stainless steel ( SS ) electrodes : 920 Nos

for stitch welding SS electrodes @t 10 % of total ( 920 x 0.10 ) : 92 Nos

for run welding SS electrodes @t 90 % of total ( 920 x 0.90 ) : 828 Nos

2. Cutting :

Length of cutting assuming cutting for 2 sides as per data sheet : 428 Rm

Add for variations ( cutting more than 2 sides / odd shape etc ) at 10 % : 43 Rm

Total : 471 Rm

For cutting structural steel sections to required size gas cutting is assumed for cutting angles /

beams / channels / round bars. For plates / flats less than 12 mm in thickness plate shearing

machine and for the remaining sections pug cutting machine is considered.

Length of steel to be cut by using gas manually : 60 m

Length of steel to be cut by gas using pug cutting machine : 371 m

Length of steel to be cut by using plate shearing machine : 40 m

Time for gas cutting manually at ( av ) 2 m cutting / hour : 30 hours

Time for gas cutting by pug cutting machine at ( av ) 3 m cutting / hour : 124 hours

Time for cutting by shearing machine at ( av ) 10 m cutting / hour : 4 hours

Acetelyne gas @ 0.6 cum / hour ( 30 + 124 ) x 0.60 : 93 cum

Oxygen gas @ 1.8 cum / hour ( 30 + 124 ) x 1.80 : 279 cum

Use of gas cutting torch with 50 min / hour working ( 30 x 60 / 50 ) : 36 hours

Use of pug cutting machine with 50 min/hr working ( 124 x 60 / 50 ) : 149 hours

Use of shearing machine with 50 min / hour working ( 4 x 60 / 50 ) : 5 hours

3. Welding :

Length of welding as per data sheet : 600 m

For stich welding @ 2 hrs usage / shift & @ 15 electrodes / hr

( 829 + 92 ) x 8 / 15 / 2 : 246 hours

For run welding @ 6 hrs usage / shift & @ 15 electrodes / hr

( 7464 + 828 ) x 8 / 15 / 6 : 737 hours

Total : 983 hours

Deploy welding transformer for 983 hours.

Fuel / Energy charges @ 25 % hrs for stitch welding & @ 75 % hrs for run welding.

( 246 x 0.25 + 737 x 0.75 ) : 614 hours

4. Planing SS plates for seal seats :

For surface finishing of stainless steel plates for seal seats planing machine is considered.

Length of SS plate for surface finishing by planing machine : 56 Rm

Length of planing at a time for 4 m stroke planing machine : 3 Rm

Time for planing 3 m length section with 50 min / hour working : 8 hours

Time for planing 56 m SS plates ( 56 x 8 / 3 ) : 150 hours

5. Surface cleaning and painting :

Painting area for embedded parts at 10 sqm / tonne ( 14.33 x 10 ) : 143 sqm

1 coat of zinc rich epoxy primer 40 micron dry film each coat.

Quantity of primer paint for 143 sqm @ 9 sqm / ltr / coat : 16 ltr

4 coats of coal tar epoxy paint 100 micron dry film each coat.

Quantity of coal tar epoxy paint for 143 sqm @ 6 sqm / ltr / coat : 96 ltr

As surface cleaning by sand blasting is hazardous, it is proposed to adopt chemical treatment

to remove grease, rust, scaling etc., and to form phasphate coating to prevent further rusting

before applying primer painting.

Quantity of rust cleaner / inhibitor for 143 sqm @ 8 sqm / ltr : 18 ltr

6


6. Requirement of other machinery :

Hiring of tower crane for 4 hours considered for handling yoke / anchor girder parts from river

bed to pier / abutment at trunnion level.

For drilling holes for anchor bolts and for grinding surface / edges of parts requiring finishing

8 hours use of drilling machine and 24 hours grinding machine considered.

For handling of parts during fabrication and erection use of 8 t mobile crane for 32 hours and

stationery derric crane for 64 hours considered.

7. Requirement of work force :

Work component Foreman Helper /

Painter Cl-II

Cutting sections 190 hours 12 48

Drilling holes for anchors / supports 2 4

Fabricating by stitch welding 246 hours 15 62

Run welding 737 hours 9 92

Erection of Anchor / Yoke girders 13 52

Erection of tie flats( anchor bars ) 2 4

Erection of first stage anchors 5 20

Erection of Sill beam / Wall plates 3 12

Cleaning surface 143 sqm @ 15 sqm/day --- 10

Painting ( 5 x 143 ) sqm @ 15 sqm / day --- 56

Finishing / cleaning / checking 5 10

Total : 66 370

Note : a. It is assumed that all stitch welding will be done by fabricator. Hence, no separate provision

is considered for welder for stitch welding.

b. Workforce for painting 1 coat primer and 4 coats finishing paint consists of 48 Painters Cl-II

at 15 sqm / day and 8 helpers to assist painters.

8. Excise duty on supply :

Excise duty is applicable on supply of fabricated parts. The cost of materials is inclusive of all

taxes / duties. Therefore, for purpose of rate analysis 75 percent of total cost excluding the cost

of materials ( assuming 25 % erection cost ) is considered for assessing excise duty.

9. Use rate of materials :

Cost of welding set @ `: 6600.00 / Each `: 6600.00

Life of welding set : 1000 hours

Use rate of welding set per hour ( cost / life ) `: 6.60

Cost of gas cutting set @ `: 2200.00 / Each `: 2200.00

Life of gas cutting set : 600 hours

Use rate of gas cutting set per hr ( cost / life ) `: 3.67

RATE ANALYSIS UNIT : 14.334 tonne

A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel

Angles / beams / channels / bars kg 696.00 49.14 34197.96

Plates / flats kg 13690.00 51.14 700038.15

2 Stainless steel plate / flats kg 195.00 180.00 35100.00

3 MS bolts and nuts kg 112.00 90.00 10080.00

4 Oxygen gas cum 279.00 70.00 19530.00

Contd

---

116115

---

Perticulars

26

10

4

---

Quantity Rate

---

---

10 ---

---

6 ---

92

31

---

24

---

---

24

Erector /

Gas cutter / Marker /

4

---

Fabricator / Welder

in `:

7


A. MATERIALS ( Contd ) :

Sl No Unit Amount

in `:

Contd

5 Acetyline gas cum 93.00 375.00 34875.00

6 Welding electrodes ( general purpose ) Nos 829.00 10.00 8290.00

7 Welding electrodes ( low hydrogen ) Nos 7464.00 18.00 134352.00

8 Welding electrodes ( stainless steel ) Nos 920.00 63.00 57960.00

9 Zinc rich epoxy primer ltr 16.00 708.00 11328.00

10 Coal tar epoxy paint ltr 96.00 230.00 22080.00

11 Rust cleaner / inhibitor ltr 18.00 305.00 5490.00

12 Wire brush Nos 2.00 50.00 100.00

13 Use rate welding holder set Hour 983.00 6.60 6487.80

14 Use rate gas cutting torch set Hour 36.00 3.67 132.00

15 Sundries LS 250.00 44.00 11000.00

Total `: 1091040.91

Add for small Tools and Plants @ 1% `: 10910.41

Add for Contractor's Profit @ 10% `: 109104.09

Add for Contractor's Overheads @ 5% `: 54552.05

Total cost of Materials : `: 1265607.46

B. MACHINERY:

Sl No Unit Amount

in `:

1 Welding transformer Hour 983.00 13.00 12779.00

Fuel / Energy charges Hour 614.00 77.00 47278.00

2 Tower crane Hour 4.00 1096.00 4384.00


3 Plate shearing machine Hour 5.00 68.00 340.00


4 Pug cutting machine Hour 149.00 5.00 745.00


5 Mobile crane 8 t Hour 32.00 411.00 13152.00


6 Stationery derric crane Hour 64.00 73.00 4672.00


7 Grinding machine Hour 24.00 20.00 480.00


8 Drilling machines Hour 8.00 20.00 160.00


9 Planing machine Hour 150.00 97.00 14550.00


10 Sundries LS 200.00 44.00 8800.00

Total `: 147203.00


Add for Contractor's Profit on DPOL / Energy @ 10% `: 9594.10


Total hire charges of Machinery : `: 165629.28

Rate

Rate

in `:

in `:

8

Description Quantity

Perticulars Quantity


C. LABOUR:

Sl No Unit Amount

in `:

1 Crew for Tower crane Hour 4.00 103.00 412.00

2 Crew for Mobile crane Hour 32.00 126.00 4032.00

3 Crew for Shearing machine Hour 5.00 76.00 380.00

4 Crew for Planing machine Hour 150.00 122.00 18300.00

5 Crew for Drilling machine Hour 8.00 97.00 776.00

6 Crew for Grinding machine Hour 24.00 97.00 2328.00

7 Foreman Day 66.00 276.73 18264.18

8 Marker / Fabricator / Erector Day 115.00 254.73 29293.95

9 Gas cutter Day 24.00 254.73 6113.52

10 Welder ( General ) Day 83.00 254.73 21142.59

11 Welder ( X - ray ) Day 9.00 280.20 2521.83

12 Khalasi Day 65.00 241.23 15679.95

13 Helper fabrication / erection Day 304.00 239.73 72877.92

14 Helper for cleaning / painting Day 18.00 239.73 4315.14

15 Painter Cl - II Day 48.00 239.73 11507.04

16 Electrician Day 5.00 241.23 1206.15

Total `: 209150.27



Add for hidden cost on Labour @ 15% `: 31372.54

Add for additional hidden cost on labour @ 15% `: 31372.54


Total cost of Labour : `: 305359.39

ABSTRACT:

A. Cost of Materials `: 1265607.46

B. Hire charges of Machinery `: 165629.28

C. Cost of Labour `: 305359.39

TOTAL `: 1736596.13

Add for excise duty on 75 percent cost of

Machinery / Labour components @ 8.24% `: 29107.10

Add for insurance charges @ 1.00% `: 17365.96

Add for designs and drawings @ 2.50% `: 43414.90

Add for zigs / supports / winches / chain-pulley @ 2.50% `: 43414.90

Add for stress relieving of anchor girders @ 1.50% `: 26048.94

Add for power supply arrangements @ 1.90% `: 32995.33

Add for enabling works @ 1.40% `: 24312.35

Total `: 1953255.61

Add for 2 rehandling leads for 1 km including loading and unloading :

Fabricated parts 2x14.334 tonnes @ `: 218.40 / tonne `: 6261.09

Add for packing, forwarding and transportation upto work site on cost of materials

other than structural steel ( on cost of Sl No. 2 to 12 ) @ 3.00% `: 10175.55

Total cost for 14.334 tonne `: 1959516.70

Rate per tonne `:`:`:`: 136704.11

Rate approved per tonne `:`:`:`: 136700.00

Rate

in `:

QuantityDescription

9



ITEM: Design, fabrication, supply, erection, testing and commissioning of radial gate consisting

of skin plate, stiffeners, horizontal girders, sector arms, trunnion assemblies, tie beam, pulley

supports, bracings, rubber seals, clamps etc., with all accessories for spillway including cost

of all materials, machinery, labour, cutting, bending, aligning, anchoring, welding, finishing,

cleaning, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar

epoxy paint, seal fixing etc., complete as per specifications and approved drawings with lead

upto 1 km and all lifts for structural steel components and all leads and lifts including

packing / forwarding charges for other materials.

DATA:Spillway radial gate consists of trunnions / sector arms / horizontal girders / Tee- supports /

skin plate / tie beam / bracings for horizontal girders and sector arms / pulley blocks / seals /

end shields etc., with all accessories.

Sector arms are connected to trunions by bolts and nuts with zinc padding in between.

Horizontal girders generally spaced at about 3 m apart are joined to sector arms by welding and

are stiffened by vertical and diagonal stiffeners to form the main frame. Tee- sections are welded

to horizontal girders to make the frame regid and to support the skin plate. Skin plate is welded

to Tee-supports generally spaced vertically at about 40 cm apart.

Consider radial gate for spillway opening of size 15 m x 9 m at crest.

Size of gate for 15 x 9 m opening at crest with gate sill on d /s 0.6 m below crest level :


Weight of gate leaf in tonne with end shield and hood based on empirical formula :

= 0.0710 x ( L 2 x H x h )

0.673


= 0.0710 x ( 15 2 x 9.75 x 9.6 )

0.673 : 57.669


actual weight as per fabrication drawings for gate of same size provided for one of the dam work.

Actual weight as per data in Item : 2 of Annexure-2 : 57.457 tonnes

Consider actual weight for data rate analysis.

Consider details of Material / Gas cutting / Welding based on fabrication drawings of radial gate

provided for one of the dam having spillway opening of 15 m x 9 m at crest for rate analysis ( for

details refer Item : 2 of Annexure-2 ).



Angles/ beams/ channels/ bars with 2.5% wastage ( 15421x1.025 ) : 15806 kg


b. Alloy steel components conforming to IS : 1570 :

Stainless steel plates : 6 kg

Lifting pins : 1098 kg

c. Cast steel components conforming to IS : 1030 :

Trunnion hub / Guide roller : 1895 kg

d. Alluminium / Bronze alloy components conforming to IS : 305 :

Trunnion bush / Guide roller bush : 1155 kg

e. Bolts / Nuts / Washers conforming to IS : 1363 :

GI bolts / nuts / washers with 2.5 % wastage ( 76 x 1.025 ) : 78 kg

MS bolts / nuts / washers with 2.5 % wastage ( 77 x 1.025 ) : 79 kg

f. Zinc at 70 kg / trunnion ( 2 x 70 ) : 140 kg

g. Rubber seal conforming to IS : 11855 :

Bottom seal ( flat type ) with wastage ( 15 x 1.025 ) : 15.5 Rm

10


Side seals ( Z - type ) with wastage ( 24.2 x 1.025 ) : 25 Rm

h. Welding electrodes ( General purpose / Low hydrogen ) :






2. Cutting :



Total : 1067 Rm

For cutting structural steel sections to required sizes gas cutting is assumed for cutting angles/

beams / channels / round bars and for thick plates / flats. For plate / flats less than 12 mm

thick use of shearing machine is assumed to the extent feasible.



Length of steel to be cut by using shearing machine : 100 m






Use of gas cutting torch with 50 min / hr working ( 198 x 60 / 50 ) : 238 hours

Use of pug cutting machine with 50min/ hr working ( 190 x 60 / 50 ) : 228 hours

Use of shearing machine with 50 min / hr working ( 10 x60 / 50 ) : 12 hours

3. Bending :

Curved length of plates / tee for bending for 9.75 m height gate : 11.00 m

For 1.2 m wide plates, length of plate for bending ( 15 x 11/ 1.2 ) : 137.50 m

Length of Tee sections @ 0.4 m spacing ( 15 x 11 / 0.4 ) : 412.50 m

Length of side seal base and cover flats ( 11 x 2 x 2 ) : 44.00 m

Total : 594.00 m

Assuming 3 m bending / hour, time for bending 594 m ( 594 / 3 ) : 198 hours

With 50 min / hr working use bending machine for ( 198 x 60 / 50 ) : 238 hours

4. Welding :

Length of welding as per data sheet : 2294 Rm

For radial gates where field welding is more hourly progress is assumed at 12 electrodes / hour.


( 3414 / 12 ) x 8 / 2 : 1138 hours


( 30728 / 12 ) x 8 / 6 : 3414 hours

Total : 4552 hours



( 1138 x 0.25 + 3414 x 0.75 ) : 2845 hours


Painting area for radial gate at 20 sqm / tonne ( 57.457 x 20 ) : 1150 sqm





11





Quantity of rust cleaner / inhibitor for 1150 sqm at 8 sqm / ltr : 144 ltr


For lifting and placing in position sector arms / horizontal girders / tie beam 10 hours use of

tower crane considered.

For drilling holes in skin plate and seal clamps for seal fixing 50 hours use of drilling machine

considered.

For grinding and finishing weld joints in skin plate and other locations 200 hours use of grinding

machine considered.

For handling during fabrication and erection of gate parts 25 t mobile crane for 75 hours and

8 t mobile crane for 100 hours and stationery derric for 200 hours considered.



Painter Cl-II

Cutting sections 478 hours 30 60 60 120

Drilling holes for seal fixing 3 6 --- 12

Fabricating by stitch welding 1138 hours 71 142 --- 568

Run welding 3414 hours 43 --- 427 427

Erection of trunnion and tie beam 4 15 --- 60

Erection of Horizontal girders 3 10 --- 20

Erection of sector arms 3 10 --- 20

Erection of vertical stiffeners 5 20 --- 40

Erection of skin plates 3 15 --- 30

Erection of end sheilds and hood 4 20 --- 40

Erection of bracings 6 10 --- 20

Molten zinc filling for trunnion supports 2 2 --- 2

Seal fixing 2 5 --- 10

Cleaning surface1150 sqm @15 sqm/day --- --- --- 77

Painting ( 4x1150 ) sqm @ 15 sqm / day --- --- --- 383

Finishing / cleaning / checking 1 5 --- 5

Total : 180 320 487 1834







taxes/ duties. Therefore, for purpose of rate analysis 75 percent of total cost excluding the cost

of materials ( assuming 25 % of machinery and labour components for erection ) is considered

for assessing excise duty.


Cost of welding set @ `: 6600.00 / Each : 6600.00






Gas cutter /

12

Welder

Marker /

Fabricator /

Erector /



A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel :


Plates / flats kg 38672.00 51.14 1977492.72

2 Cast steel components :

Trunnion hubs / Guide rollers kg 1895.00 175.00 331625.00

3 Alloy steel components :

Stainless steel plate kg 6.00 180.00 1080.00

Trunnion pins kg 1098.00 315.00 345870.00

4 Alluminium / Bronze alloy components:

Bush for Trunnion / Guide roller kg 1155.00 945.00 1091475.00

5 Bolt / Nut / Washer :

GI bolts / nuts / washers kg 78.00 120.00 9360.00

MS bolts / nuts / washers kg 79.00 90.00 7110.00

6 Zinc kg 140.00 210.00 29400.00

7 Rubber seals :

Bottom seal Rm 15.50 215.00 3332.50

Side seals ( Z - type ) Rm 25.00 410.00 10250.00

8 Oxygen gas cum 699.00 70.00 48930.00







15 Wire brush Nos 20.00 50.00 1000.00



18 Sundries LS 300.00 44.00 13200.00

Total `: 5619081.90





B. MACHINERY:

Sl No Unit Amount

in `:







4 Bending machine Hour 238.00 43.00 10234.00


Contd

in `:

Quantity

in `:

Perticulars Rate


13

Rate


B. MACHINERY ( Contd ) :

Sl No Unit Amount

in `:

Contd

5 Tower crane 5 t cpacity Hour 10.00 1096.00 10960.00


6 Mobile crane ( pick & carry ) 8 t Hour 100.00 411.00 41100.00


7 Mobile crane ( revolving ) 25 t Hour 75.00 4206.00 315450.00








11 Sundries LS 400.00 44.00 17600.00

Total `: 945558.00





C. LABOUR:

Sl No Unit Amount

in `:

1 Crew for Mobile crane 8 t Hour 100.00 126.00 12600.00



4 Crew for Bending machine Hour 238.00 76.00 18088.00



7 Foreman Day 180.00 276.73 49811.40


9 Gas cutter Day 60.00 254.73 15283.80


11 Welder ( X - ray ) Day 43.00 280.20 12048.73

12 Khalasi Day 200.00 241.23 48246.00



15 Painter Cl - II Day 306.00 239.73 73357.38

16 Electrician Day 30.00 241.23 7236.90

Total `: 816664.57







Rate

RateDescription


Quantity

in `:

14

in `:


ABSTRACT:




TOTAL `: 8761168.55








Total `: 9714576.70






Rate per tonne `:`:`:`: 169512.40



ITEM: Design, fabrication, supply, erection, testing and commissioning of electrically operated rope

drum hoist of adequate capacity consisting of base frames, rope drums,connecting shaft, gear

system, brake system, electric motor, wire ropes, gate position indicator, manual operation

arrangement etc., with all accessories for spillway radial gate including cost of all materials,

machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, providing

hand railing and approach staircase with gate to hoist platform, applying two coats of zinc

chromate red oxide primer and three coats of approved synthetic enamel paint etc., complete

as per specifications and approved drawings with lead upto 1 km and all lifts for structural

steel components and all leads and lifts including packing / forwarding charges for

and lifts including

DATA:Rope drum hoist for radial gate consists of embedded parts for anchorages, hoist supporting

structure, pulley supporting structures, pulleys, drive stool, rope drums, couplings, shafts,

gears and pinions, plummer blocks, worm reducer, floating shaft, electric motor, hand operation

assembly, brake, wire rope, gate position indicator, switch box etc. with related accessories.

Consider rope drum hoist for radial gate for spillway opening of size 15 m x 9 m at crest.

Generally the rope drum hoist capacity in tonnes with 25 % reserve will be about 1.50 times the

weight of radial gate in tonnes.

Size of gate for 15 x 9 m opening at crest with gate sill on d /s 0.6 m below crest level :


Weight of radial gate leaf in tonne for 9.6 m water head based on empirical formula :

= 0.0710 x ( L 2 x H x h )

0.673


= 0.0710 x ( 15 2 x 9.75 x 9.6 )

0.673 : 57.669

Consider capacity of hoist including 25 % reserve capacity @ 1.5 times the weight of gate :

( 1.50 x 57.669 ) : 86.504 tonnes

15


Round off the rope drum hoist capacity to next 10 tonne : 90.00 tonnes

Consider weight of hoist with all accessories @ 0.175 tonne per tonne capacity of hoist :

( 0.175 x 90 ) : 15.750 tonnes

The hoist capacity and hoist weight computed as above based on empirical formulae are further

checked by varifying / computing the actual capacity and weight as per fabrication drawings for

radial gate rope drum hoist of same capacity provided for one of the dam work.

Actual capacity of hoist provided : 90.00 tonnes

Actual weight of rope drum hoist as per data in Item : 3 of Annexure-2 : : 15.440 tonnes

Consider actual capacity and weight for data rate analysis.

Consider details of Material / Gas cutting / Welding based on fabrication drawings of 90 tonne

capacity rope drum hoist provided for spillway radial gate for one of the dam for rate analysis

( for details refer Item : 3 of Annexure- 2 ).



Angles/ beams/ channels/ bars with 2.5 % wastage ( 2508x1.025 ) : 2571.00 kg

Plates / flats with 2.5 % wastage ( 3543 x 1.025 ) : 3632.00 kg

b. Cast steel components conforming to IS : 1030 :

Rope drums 2 Nos / Gears 4 Nos : 3680.00 kg

Pinions : 218.00 kg

Pulleys 720 PCD 6 Nos : 1080.00 kg

Plummer blocks / Hubs : 322.00 kg

c. Alloy steel components conforming to IS : 1570 :

Shafts ( carbon steel ) : 557.00 kg

Pins ( stainless steel ) : 546.00 kg


Bearings / Bush : 144.00 kg

e. Bolt / Nut / Washers conforming to IS : 1363 :

MS Bolts / Nuts / Washers with 2.5 % wastage ( 83 x 1.025 ) : 85.00 kg

f. Steel wire rope conforming to IS : 2266 :

36 mm dia 6 / 37 construction 2 Nos 50 m each @ 4.48 kg / Rm : 448 kg

g. Other components :

Manual operation assembly : 1 No.

Worm reducer : 1 Nos

Electric motor 20 hp : 1 No.

Gate position indicator : 1 No.

Ele-magnetic brake : 1 No.

Wire rope sockets : 2 Nos

MS pipe 300 mm dia 13.32 Rm @ 75 kg / Rm : 1000 kg

Electric cable / switch / control panel etc : 1 set







2. Cutting :



Total : 280 Rm

For cutting structural steel sections to required sizes gas cutting is assumed.

16









Use of pug cutting machine with 50 min / hr working ( 44 x 60 / 50 ) : 53 hours

3. Welding :



( 584 / 15 ) x 8 / 2 : 156 hours


( 5250 / 15 ) x 8 / 6 : 467 hours

Total : 623 hours



( 156 x 0.25 + 467 x 0.75 ) : 390 hours


Quantity of structural steel requiring cleaning for painting : 6.2 tonnes

Painting area for hoist at 20 sqm / t of str steel ( 6.2 x 20 ) : 124 sqm

2 coats of zinc chromate red oxide primer.


3 coats of synthetic enamel paint.

Quantity of synthetic enamel paint for 124 sqm @ 12 sqm / ltr / coat : 31 ltr






For lifting and placing in position hoist drums, worm reducers, gears, floating shafts etc use of

tower crane for 4 hours considered.

For handling and erection 25 t mobile crane for 48 hrs with energy charges for 24 hrs considered.

For drilling holes for bolts 16 hours use of drilling machine considered.

For grinding and finishing weld joints 32 hours use of grinding machine considered



Painter Cl-II


Drilling holes for pins / bolts fixing 1 2 --- 4



Erection of anchors 2 4 --- 8

Erection of drums and gears 2 4 --- 16

Erection of floating shaft / pulleys 1 2 --- 4

Erection of worm reducers / brake / motor 1 4 --- 8

Erection of other accessories 1 2 --- 2

Erection of control panel / cabling 1 1 --- 2

Contd

Welder

Erector /

17

Marker / Gas cutter /

Fabricator /


6. Requirement of work force ( Contd ) :


Painter Cl-II

Contd

Checking and trial running without ropes 1 2 --- 4

Rope fixing and checking 1 4 --- 8

Cleaning surface 124 sqm @ 15 sqm/day --- --- --- 8

Painting ( 5 x 124 ) sqm @ 15 sqm / day --- --- --- 36

Finishing / cleaning --- 2 --- 2

Trial running for lifting / lowering gate 1 2 --- 4

Total : 37 67 76 240



b. Workforce for painting 2 coats primer and 3 coats finishing paint consists of 30 Painters Cl-II













RATE ANALYSIS UNIT : 15.440 tonne wt

A. MATERIALS: 90.00 t capacity

Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 3632.00 51.14 185722.32


Rope drums 2 Nos / Gears 4 Nos kg 3680.00 210.00 772800.00

Pinions kg 218.00 210.00 45780.00

Pulleys 720 PCD 6 Nos kg 1080.00 175.00 189000.00

Plummer blocks / Hubs kg 322.00 175.00 56350.00

3 Alloy steel components

Shafts kg 557.00 260.00 144820.00

Pins kg 546.00 315.00 171990.00

4 Bronze alloy components :

Bronze bearings / bush kg 144.00 945.00 136080.00

5 Wire rope 36 mm dia 6/37 construction kg 448.00 160.00 71680.00

6 MS Bolt / Nut / Washer kg 85.00 90.00 7650.00

7 Worm reducer No. 1.00 176000.00

8 Electric motor 20 hp No. 1.00 88000.00 88000.00

Contd

Rate

in `:

176000.00

18

Welder

Erector /

Fabricator /

Gas cutter /

QuantityPerticulars

Marker /



Sl No Unit Amount

in `:

Contd

9 Floating shaft 300 mm dia kg 1000.00 70.00 70000.00

10 Manual operating system No. 1.00 33000.00 33000.00

11 Gate position indicator No. 1.00 13200.00 13200.00

12 Ele-magnetic brake No. 1.00 22000.00 22000.00

13 Electric cable /switch /control panel etc LS 1.00 26400.00 26400.00

14 Oxygen gas cum 216.00 70.00 15120.00




18 Zinc chromate red oxide primer ltr 21.00 196.00 4116.00

19 Synthetic enamel ( 1st quality ) paint ltr 31.00 232.00 7192.00


21 Grease kg 50.00 288.00 14400.00

22 Wire brush Nos 3.00 50.00 150.00



25 Sundries ( hand rail /staircase / gate etc ) LS 1000.00 44.00 44000.00

Total `: 2558438.21





B. MACHINERY:

Sl No Unit Amount

in `:



2 Tower crane 5 t capacity Hour 4.00 1096.00 4384.00












8 Sundries LS 600.00 44.00 26400.00

Total `: 309306.00





in `:

Quantity

Rate

19

in `:

RateDescription

QuantityPerticulars


C. LABOUR:

Sl No Unit Amount

in `:






6 Foreman Day 37.00 276.73 10239.01

7 Marker / Fabricator / Erector / Mechanic Day 67.00 254.73 17066.91

8 Gas cutter Day 18.00 254.73 4585.14


10 Khalasi Day 100.00 241.23 24123.00



13 Painter Cl - II Day 30.00 239.73 7191.90

14 Electrician Day 3.00 241.23 723.69

Total `: 143995.29







ABSTRACT:




TOTAL `: 3515546.70








Total `: 3876344.01


Fabricated parts 2 x 15.44 tonnes @ `: 218.40 / tonne `: 6744.19



Total cost for 15.440 tonne weight `: 3949026.64

90.000 tonne capacity

Rate per tonne wiegt `:`:`:`: 255770.00

Rate per tonne capacity `:`:`:`: 43878.07

Rate approved per tonne capacity `:`:`:`: 43900.00

RateDescription Quantity

in `:

20



ITEM: Design, fabrication, supply, erection and commissioning of 1 metre wide catwalk connecting

spillway piers / abutments at trunnion platform level including cost of all materials,

machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat

of zinc rich epoxy primer and two coats of cold applied coal tar epoxy paint etc., complete as

per specifications and approved drawings with lead upto 1 km and all lifts for structural steel

components and all leads and lifts including packing / forwarding charges for other

materials.

DATA:Catwalk at trunnion level generally consists of 1 m wide structural steel bridge spanning across

piers / abutments for inspection and maintenance of gate parts at trunnion level.

Consider 1 m wide catwalk for a clear span of 15 m and 3 m wide piers.

Generally weight of 1 m wide steel catwalk will be about 300 kg / m lenght.

Weight of catwalk for 18 m length ( C / C of piers ) @ 0.3 t / m : 5.400 tonnes

The weight of catwalk ( foot bridge ) computed as above based on empirical formula is further

checked by computing the actual weight as per fabrication drawings of a catwalk of same size

provided for one of the dam work.

Actual weight of catwalk as per data in Item : 4 of Annexure-2 : 5.318 tonnes


Consider details of Material / Gas cutting / Welding based on fabrication drawings of catwalk

provided for one of the dam for rate analysis ( for details refer Item : 4 of Annexure-2 ).



Angles/ beams/ channels/ bars with 2.5 % wastage ( 4154x1.025 ) : 4258 kg


Chequered plates with 2.5 % wastage ( 835 x 1.025 ) : 856 kg

b. Bolts / Nuts / Washers conforming to IS : 1363 :


c. Welding electrodes ( General purpose ) :

GP electrodes as per data sheet ( Item:4 Annexure-2 ) : 1387 Nos


Total requirement of GP electrodes : 1526 Nos

for stitch weld GP electrodes @t 10 % of total ( 1526 x 0.10 ) : 153 Nos

for run welding GP electrodes @ 90 % of total ( 1526 x 0.90 ) : 1373 Nos

2. Cutting :



Total : 63 Rm










21


3. Welding :



( 153 / 15 ) x 8 / 2 : 41 hours


( 1373 / 15 ) x 8 / 6 : 122 hours

Total : 163 hours



( 41 x 0.25 + 122 x 0.75 ) : 102 hours


Painting area for catwalk at 25 sqm / tonne ( 5.318 x 25 ) : 133 sqm










For erection of fabricated catwalk 1 hour use of tower crane considered.

For handling during fabrication 8 t mobile crane for 2 hours considered.





Painter Cl-II

Cutting sections / drilling holes 34 hours 2 4 4 8





Erection / anchoring / finishing / checking 1 2 --- 2

Total : 6 11 19 77













Gas cutter /

Welder

Marker /

Fabricator /

Erector /

22





RATE ANALYSIS UNIT : 18.000 Rm

A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 98.00 51.14 5011.23

Chequered plates kg 856.00 53.69 45960.14

2 MS bolts / nuts / washers kg 8.00 90.00 720.00

3 Oxygen gas cum 51.00 70.00 3570.00






9 Wire brush Nos 1.00 50.00 50.00



12 Sundries LS 10.00 44.00 440.00

Total `: 313387.00





B. MACHINERY:

Sl No Unit Amount

in `:



2 Tower crane Hour 1.00 1096.00 1096.00










7 Sundries LS 10.00 44.00 440.00

Total `: 14589.00





in `:

Quantity

RateQuantity

RatePerticulars

in `:

23

Description


C. LABOUR:

Sl No Unit Amount

in `:





5 Foreman Day 6.00 276.73 1660.38


7 Gas cutter Day 4.00 254.73 1018.92




11 Painter Cl - II Day 26.00 239.73 6232.98

12 Electrician Day 1.00 241.23 241.23

Total `: 29327.72







ABSTRACT:




TOTAL `: 422828.93








Total `: 465816.76





Total cost for 18.000 Rm `: 469687.51

Rate per Rm `:`:`:`: 26093.75

Rate approved per Rm `:`:`:`: 26100.00


ITEM: Design, fabrication, supply, erection and commissioning of embedded parts consisting of

sill beam, slide tracks, seal seats, guide rails, dogging sets for storage of stoplog elements

etc., with all accessories for spillway stop log gate elements including cost of all materials,

machinery, labour, cutting, aligning, welding, anchoring, finishing, cleaning, applying one coat

in `:

RateDescription

24

Quantity


of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint etc., complete as

per specifications and approved drawings with lead upto 1 km and all lifts for structural steel

components and all leads and lifts including packing / forwarding charges for other

materials.

DATA:Spillway stoplog gate embedded parts consist of sill beam, slide tracks / seal tracks and gate

guides and dogging sets for storage of elements with accessories such as first stage anchors.

Weight of embedded parts with dogging sets will be about 4 to 5 percent of stop log gate weight.

Consider embedded parts for stoplog gate for spillway opening of size 15 m x 9 m for analysis.

Size of stoplog gate for 15 x 9 m opening at crest with gate sill 0.4 m below crest level :

Length of gate in m : Clear opening + 0.65 m : 15.00 + 0.65 : 15.65 m

Height of gate ( total height of gate elements ) in m : FRL - Sill level + 0.2 : 9.60 m

Head of water in m : FRL - Sill level : 9.40 m

Weight of stoplog gate elements in tonne for 15 m x 9 m opening based on empirical formula :

= 0.0553 x ( L 2

x H x h ) 0.716


Consider weight of embedded parts for stoplog gate @ 4.50 % of weight of gate elements.

= 0.045 x 0.0553 x ( L 2

x H x h ) 0.716

= 0.0025 x ( 15.65 2

x 9.6 x 9.4 ) 0.716

: 3.225


actual weight as per embedded parts fabrication drawings for stoplog gate of same size provided

for one of the dam.

Actual weight of embedded parts as per data in Item : 5 of Annexure-2 : 3.179 tonnes


Consider details of Material / Gas cutting / Welding based on fabrication drawings of spillway

stoplog gate embedded parts provided for one of the dam for rate analysis ( for details refer

Item : 5 of Annexure-2 ).






Stainless steel plates / flats ( 235+166 ) x 1.025 : 411.00 kg


MS bolts and nuts with 2.5 % wastage ( 112 x 1.025 ) : 115 kg










for stitch welding SS electrodes @t 10 % of total ( 1150 x 0.10 ) : 115 Nos

for run welding SS electrodes @t 90 % of total ( 1150 x 0.90 ) : 1035 Nos

2. Cutting :


25



Total length of cutting : 179 Rm














Use of shearing machine with 50 min / hr working ( 3 x60 / 50 ) : 4 hours

3. Welding :



( 217 + 115 ) x 8 / 15 / 2 : 89 hours


( 1953 + 1035 ) x 8 / 15 / 6 : 266 hours

Total : 355 hours



( 89 x 0.25 + 266 x 0.75 ) : 222 hours

4. Planing SS plates for slide block / seal tracks : :

For surface finishing of SS plates for wheel / seal tracks planing machine is considered.

Length of SS plate for surface finishing by planing machine : 50.4 Rm



Time for planing 50.4 m SS plates ( 50.4 x 8 / 3 ) : 135 hours




Quantity of primer paint for 22 sqm @ 9 sqm / ltr / coat : 2.5 ltr








For drilling holes for anchor bolts and for grinding surface / edges of parts requiring finishing

16 hours use of drilling machine and 16 hours use of grinding machine considered.

For handling and erection 25 t mobile crane for 4 hours and stationery derric crane for 50 hours

considered.

26




Painter Cl-II


Drilling holes for anchors / supports 1 2 --- 2



Erection of anchors / dogging set 6 12 --- 12

Erection of Sill beam / Tracks / Guide 3 3 --- 6



Finishing / cleaning / checking 1 1 --- 2

Total : 25 38 42 105

















A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 2301.00 51.14 117661.64



4 Oxygen gas cum 99.00 70.00 6930.00








12 Wire brush Nos 3.00 50.00 150.00


Contd

Erector /

Gas cutter /

Welder

in `:

Quantity Rate

Marker /

27

Perticulars

Fabricator /



Sl No Unit Amount

in `:

Contd


15 Sundries LS 72.00 44.00 3168.00

Total `: 364158.96





B. MACHINERY:

Sl No Unit Amount

in `:

















9 Sundries LS 64.00 44.00 2816.00

Total `: 82774.00





C. LABOUR:

Sl No Unit Amount

in `:






6 Foreman Day 25.00 276.73 6918.25


8 Gas cutter Day 9.00 254.73 2292.57

Contd

in `:

Rate

Rate

in `:

Rate

in `:


28

QuantityDescription



C. LABOUR ( Contd ) :

Sl No Unit Amount

in `:

Contd


10 Welder ( X - ray ) Day 3.00 280.20 840.61



13 Painter Cl - II Day 7.00 239.73 1678.11

14 Electrician Day 2.00 241.23 482.46

Total `: 73389.18







ABSTRACT:




TOTAL `: 621594.43








Total `: 691711.42






Rate per tonne `:`:`:`: 220097.78



ITEM: Design, fabrication, supply, erection, testing and commissioning of vertical lift sliding type all

interchangeable ( except bottom element ) stoplog gate elements consisting of skin plate,

horizontal and vertical girders, stiffeners, lifting pins, bronze padded slide blocks, guide shoes,

rubber seals, clamps etc., with all accessories for spillway including cost of all materials,

machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc

rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing etc.,

complete as per specifications and approved drawings with lead upto 1 km and all lifts for

structural steel components and all leads and lifts including packing / forwarding


in `:

Description

29

RateQuantity


DATA:Spillway stoplog gate consists of number of vertical lift slide gate elements. Each gate element

consists of skin plate, horizontal girders, vertical end girders, stiffeners, slide blocks, gate guide

shoes, lifting pins and seals with all accessories.

Consider spillway stoplog elements for 15 m x 9 m spillway opening for analysis.



Height of gate ( total height of gate elements ) in m : FRL - Sill level + 0.2 :9.60 m


Generally, the height of each stoplog element will be in the range of 1.00 to 1.20 m.

For 9.60 m total height consider 8 stoplog elements of 1.20 m height each.


= 0.0553 x ( L 2

x H x h ) 0.716


= 0.0553 x ( 15.65 x 15.65 x 9.6 x 9.4 ) 0.716

: 71.340


actual weight as per fabrication drawings for stoplog gate of same size provided for one of dam.

Actual weight of spillway stoplog elements as per data in Item :6 of Annexure-2 : 71.157 tonnes


Consider details of Material / Gas cutting / Welding based on fabrication drawings of spillway

stoplog gate elements provided for one of the dam for rate analysis ( for details refer Item : 6

of Annexure-2 ).







c. Alluminium / Bronze alloy components conforming to IS : 305 :

Bronze pads for slide blocks : 48 kg

d. Bolts / Nuts / Washers conforming to IS : 1363 :



e. Rubber seal conforming to IS : 11855 :

Bottom seal ( 120 x 1.025 ) : 123 Rm

Side seals ( music note type uncladed ) ( 19.2 x 1.025 ) : 20 Rm

f. Welding electrodes ( General purpose / Low hydrogen ) :






2. Cutting :



Total : 1078 Rm

For cutting structural steel sections to required sizes gas cutting is assumed since most of the

sections are above 10 mm thick.


30





Acetelyne gas @ 0.6 cum / hour ( 25 +343 ) x 0.60 : 221 cum



Use of pug cutting machine with 50 min/ hr working ( 343 x 60 / 50 ) : 412 hours

3. Welding :



( 3699 / 15 ) x 8 / 2 : 986 hours


( 33290 / 15 ) x 8 / 6 : 2959 hours

Total : 3945 hours



( 986 x 0.25 + 2959 x 0.75 ) : 2466 hours


Painting area for stoplog elements at 18 sqm / tonne ( 71.157x18 ) : 1280 sqm










For handling during fabrication 25 t mobile crane for 100 hours and stationery derric crane for

100 hours considered.


considered.


machine considered.



Painter Cl-II





Seal fixing 8 elements @ 2 per day 8 8 --- 16

Cleaning surface1280 sqm @15 sqm/day --- --- --- 85

Painting ( 4x1280 ) sqm @ 15 sqm / day --- --- --- 409

Finishing / cleaning / guide shoe fixing 1 2 --- 4

Trial operation and checking 2 2 --- 4

Total : 144 204 426 1260



Erector /

31

Welder

Marker /

Fabricator /

Gas cutter /
















A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 71963.00 51.14 3679828.01


Lifting pins kg 104.00 315.00 32760.00

3 Alluminium / Bronze alloy components

Bronze pads kg 48.00 945.00 45360.00

4 Bolt / Nut / Washer



5 Rubber seals

Bottom seal Rm 123.00 215.00 26445.00

Side seals ( uncladed ) Rm 20.00 330.00 6600.00

6 Oxygen gas cum 663.00 70.00 46410.00







13 Wire brush Nos 13.00 50.00 650.00



16 Sundries LS 150.00 44.00 6600.00

Total `: 4949471.86





32

Rate

in `:



B. MACHINERY:

Sl No Unit Amount

in `:













7 Sundries LS 150.00 44.00 6600.00

Total `: 890419.00





C. LABOUR:

Sl No Unit Amount

in `:




4 Foreman Day 144.00 276.73 39849.12


6 Gas cutter Day 56.00 254.73 14264.88


8 Welder ( X - ray ) Day 37.00 280.20 10367.51

9 Khalasi Day 150.00 241.23 36184.50


11 Helper cleaning / painting Day 153.00 239.73 36678.69

12 Painter Cl - II Day 341.00 239.73 81747.93

13 Electrician Day 5.00 241.23 1206.15

Total `: 582421.97







ABSTRACT:



Quantity

in `:

Rate

Quantity Rate

33

in `:

Description

Description



TOTAL `: 7575349.38








Total `: 8393195.72






Rate per tonne `:`:`:`: 118901.68



ITEM: Design, fabrication, supply, erection, testing and commissioning of automatic lifting beam

with all accessories for handling, lowering and lifting of spillway stop log gate elements

including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning,

applying one coat of zinc rich epoxy primer and two coats of cold applied coal tar epoxy paint

etc., complete as per specifications and drawings with lead upto 1 km and all lifts for



DATA:Automatic lifting beam for lifting spillway stop log elements consists of fabricated beam with

lifting bracket and automatic engaging / dis-engaging type hooks for under water hooking /

de-hooking of gate element. Lifting beam is an independent attachment to moving gantry crane.

Consider lifting beam for stoplog element for spillway opening of size 15 m x 9 m for analysis.

Spillway stoplog gate consists of number of elements of convenient height. Generally the height

of each stoplog element will be in the range of 1.00 to 1.20 m.

For 9.60 m height of stoplog gate the number of elements of 1.2 m each will be 8.

Generally the weight of lifting beam for spillway stoplog element will be about 40 percent of the

weight of one stoplog element.



Height of gate ( total height of gate elements ) in m : FRL - Sill level + 0.2 : 9.60 m



= 0.0553 x ( L 2 x H x h )

0.716

Consider weight of lifting beam in tonnes @ 40 % of weight of one stoplog element:

= 0.40 x 0.0553 x ( L 2

x H x h ) 0.716

/ n

Where ( L ) is length and ( H ) is total height and ( h ) is head of water in metres and ( n ) is the

number of stoplog gate elements.

= 0.0221 x ( 15.65 x 15.65 x 9.6 x 9.4 ) 0.716

/ 8 : 3.567


actual weight as per fabrication drawings for lifting beam for stoplog gate of same size provided

34


for one of the dam.

Actual weight of stoplog gate lifting beam as per data in Item : 7 of Annexure-2 : 3.528 tonnes


Consider details of Material / Gas cutting / Welding based on fabrication drawings of lifting

beam for spillway stoplog elements provided for one of the dam for rate analysis ( for details

refer Item : 7 of Annexure-2 ).



Angles / beams / channels / bars with 2.5 % wastage ( 13 x 1.025 ) : 13 kg




c. Alluminium / Bronze alloy components conforming to IS : 305 :

Bronze Bush : 5 kg

d. Forged steel components conforming to IS : 2004 :

Lifting hooks : 130 kg


MS bolts / nuts / washers with 2.5 % wastage : 3 kg

MS pipe 100 mm dia : 11 kg

f. Welding electrodes ( General purpose / Low hydrogen ) :






2. Cutting :



Total : 189 Rm










3. Welding :



( 233 / 15 ) x 8 / 2 : 62 hours


( 2100 / 15 ) x 8 / 6 : 187 hours

Total : 249 hours



( 62 x 0.25 + 187 x 0.75 ) : 156 hours


Painting area for lifting beam at 12 sqm / tonne ( 3.528 x 12 ) : 42 sqm

35











For handling during fabrication 8 t mobile crane for 2 hours and stationery derric crane for

4 hours considered.

For drilling holes for pins / guide shoes 2 hours use of drilling machine considered.

For grinding and finishing weld joints 2 hours use of grinding machine considered.



Painter Cl-II


Drilling holes for pins / bolts fixing --- 1 --- 1





Finishing / guide shoe fixing / checking --- 1 --- 1

Total : 12 21 35 77

















A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 3389.00 51.14 173296.52

Contd

Gas cutter /

Rate

Fabricator /

in `:

Quantity

36

Marker /

Erector /

Perticulars

Welder


A. MATERIALS ( Contd ):

Sl No Unit Amount

in `:

Contd

Lifting pins kg 101.00 315.00 31815.00


Bronze bush kg 5.00 945.00 4725.00

4 Forged steel components :

Lifting hooks kg 103.00 235.00 24205.00

5 MS pipe 100 mm dia kg 11.00 70.00 770.00



7 Oxygen gas cum 126.00 70.00 8820.00







14 Wire brush Nos 1.00 50.00 50.00



17 Sundries LS 20.00 44.00 880.00

Total `: 311366.67





B. MACHINERY:

Sl No Unit Amount

in `:













7 Sundries LS 15.00 44.00 660.00

Total `: 19909.00





Rate

Rate

Perticulars

in `:

Description

in `:

Quantity

37

Quantity


C. LABOUR:

Sl No Unit Amount

in `:




4 Foreman Day 12.00 276.73 3320.76


6 Gas cutter Day 11.00 254.73 2802.03




10 Painter Cl - II Day 8.00 239.73 1917.84

11 Electrician Day 1.00 241.23 241.23

Total `: 36926.08







ABSTRACT:




TOTAL `: 437640.75








Total `: 483066.29






Rate per tonne `:`:`:`: 138506.78



ITEM: Design, fabrication, supply, erection, testing and commissioning of adequate capacity Class- II

type moving gantry crane consisting of rail mounted gantry frame, top platform with hand

railing, long / cross travel arrangements, rope drums, gear systems, electric motors, electro-

magnetic brake system, cabin, control panel, wire rope, ladder, motorised cable reeling drum

etc., with all accessories for operating spillway stop log gate elements and river sluice /

in `:

38



canal sluice emergency gates including cost of all materials, machinery, labour, cutting,

bending, aligning, anchoring, welding, finishing, cleaning, greasing, applying two coats of zinc


with lead upto 1 km and all lifts for structural steel components and all leads and lifts

including packing / forwarding charges for other materials.

DATA:Moving gantry crane consists of rail mounted gantry frame with long travel arrangement, cross

travel trolley with track arrangement mounted on gantry frame top platform, rope drum hoist

with all accessories mounted on cross travel trolley for operating stoplog gate elements.

Generally, same moving gantry crane is utilised for operating river sluice emergency gate also.

Therefore, the hoisting capacity of the gantry crane depends on the requirement of hoisting

capacity for spillway stoplog element or river sluice emergency gate whichever is higher.

Consider moving gantry crane for operating spillway stoplog gate element for analysis.

The capacity of moving gantry crane may be considered at 2.5 times wt of 1 stoplog element.

Total weight of spillway stoplog gate elements as per item 6 ( W ) : 71.34 tonnes

Number of stoplog gate elements as per item 6 ( n ) : 8 Nos

Capacity of moving gantry crane in tonnes with 25% reserve capacity : 2.5 x ( W / n )

Where ( W ) is weight of 1 set of stoplog elements and ( n ) is number of stoplog elements.

Capacity of moving gantry crane required 2.50 x ( 71.34 / 8 ) : 24.97 tonnes

Round off the capacity to next 5 tonne say : 25 tonne

The weight of moving gantry crane may be considered at 1.25 t per tonne capacity of crane.

Wt of moving gantry crane @ 1.25 t / tonne capacity ( 1.25 x 25 ) : 31.25 tonnes


checked by varifying / computing the actual capacity and weight as per fabrication drawings of

moving gantry crane for operating spillway stoplogs provided for one of the dam.

Actual capacity of moving gantry crane as per data considered : 25 tonne

Actual weight of moving gantry crane as per data in Item : 8 of Annexure-2 : 30.856 tonnes


Consider details of Material / Gas cutting / Welding based on fabrication drawings of moving

gantry crane for operating spillway stoplog gate elements and river sluice emergency gate

provided for one of the dam for rate analysis ( for details refer item : 8 of Annexure-2 ).





Chequered plate with 2.5 % wastage ( 800 x 1.025 ) : 820 kg


Rope drums 2 Nos / Gears : 2336.00 kg

Pinions : 149.00 kg

Wheels and Pulleys : 2255.00 kg

Plummer blocks / Couplings : 817.00 kg

c. Forged steel components conforming to IS : 2004 :

Hook / Shackle : 127.00 kg

d. Alloy steel steel components conforming to IS: 1570 :

Shafts : 556.00 kg

Pins : 524.00 kg

e. Alluminium/ Bronze alloy components conforming to IS : 305 :


f. Bolt / Nut / Washers conforming to IS : 1363 :


39


g. Steel wire rope conforming to IS : 2266 :

28 mm dia 6 / 37 construction 150 Rm @ 2.71 kg / m : 406 .00 kg

h. Other components :

Worm reducers : 4 Nos

Electric motor 17.5 hp : 1 No.

Electric motor 5 hp : 2 Nos


Ele-magnetic / Thruster brakes : 4 No.

MS pipe 32 mm dia : 50 Rm

Electric cable / switches / control panels etc : 3 sets

i. Welding electrodes ( General purpose / Low hydrogen ) :






2. Cutting :



Total : 837 Rm


Length of steel to be cut by using gas cutting torch manually : 250 m








3. Welding :



( 1832 / 15 ) x 8 / 2 : 489 hours


( 16484 / 15 ) x 8 / 6 : 1465 hours

Total : 1954 hours



( 489 x 0.25 + 1465 x 0.75 ) : 1221 hours


Painting area for crane at 25 sqm / t of str steel ( 21.443 x 25 ) say : 540 sqm







40





For handling and erection of portals use of 25 t mobile crane for 16 hours with energy charges

for 8 hours and 8 t momile crane for 40 hours considered





Painter Cl-II





Assembly/Erection of wheels/ base frame 4 8 --- 16

Assembly/Erection of portals 4 8 --- 16

Assembly/Erection of top frame 4 8 --- 16

Assembly/Erection of CT trolley 2 4 --- 8

Assembly/Erection of drums / drive units 2 4 --- 8

Assembly/Erection of CT drive units 1 2 --- 4

Assembly/Erection of LT drive units 1 2 --- 4

Erection of cabin / railings etc 2 2 --- 4


Checking and trial running without rope 2 4 --- 4




Trial running by lifting / lowering gate 1 2 --- 2


Total : 98 159 231 689

















Welder

41

Erector /

Fabricator /



A. MATERIALS: 25 t capacity

Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 19700.00 51.14 1007359.50

Chequered plates kg 820.00 53.69 44027.24


Rope drums 2 Nos / Gears kg 2336.00 210.00 490560.00

Pinions kg 149.00 210.00 31290.00

Wheels / Pulleys kg 2255.00 175.00 394625.00

Plummer blocks / Couplings kg 817.00 175.00 142975.00

3 Forged steel components

Hook / Shackle kg 127.00 235.00 29845.00


Shafts kg 556.00 260.00 144560.00

Pins kg 524.00 315.00 165060.00



6 Wire rope 28 mm dia 6 / 37 construction kg 406.00 160.00 64960.00


8 MS pipe 32 mm dia for railing Rm 50.00 190.00 9500.00

9 Worm reducers Nos. 4.00 77000.00 308000.00

10 Electric motor 17.5 hp No. 1.00 55000.00 55000.00

Electric motor 5 hp Nos. 2.00 22000.00 44000.00

Electric motor 3 hp No. 1.00 13200.00 13200.00

11 Ele-magnetic / Thruster brakes Nos. 4.00 16500.00 66000.00

12 Electric cable / switch / control panel etc LS 3.00 11000.00 33000.00

13 Oxygen gas cum 579.00 70.00 40530.00







20 Grease kg 50.00 288.00 14400.00

21 Wire brush Nos 6.00 50.00 300.00



24 Sundries ( scrap for counter wt etc ) LS 200.00 44.00 8800.00

Total `: 3840902.44





Quantity

42

Perticulars Rate

in `:


B. MACHINERY:

Sl No Unit Amount

in `:













7 Sundries LS 150.00 44.00 6600.00

Total `: 261218.00





C. LABOUR:

Sl No Unit Amount

in `:





5 Foreman Day 98.00 276.73 27119.54


7 Gas cutter Day 48.00 254.73 12227.04


9 Khalasi Day 20.00 241.23 4824.60



12 Painter Cl - II Day 135.00 239.73 32363.55

13 Electrician Day 5.00 241.23 1206.15

Total `: 312404.96







ABSTRACT:



Description

RateQuantity

43

in `:

in `:

Rate

Description

Quantity



TOTAL `: 5203074.15








Total `: 5733163.42







Rate per tonne weight `:`:`:`: 188850.00




ITEM: Design, fabrication, supply, erection and commissioning of rail track using 45 kg / m standard

rails on spillway bridge for movement of gantry crane for handling and operating spillway

stoplog gate elements / river sluice / canal sluice emergency gate including cost of all materials,

machinery, labour, aligning, anchoring, welding, cleaning, applying one coat of zinc rich epoxy

primer and two coats of cold applied coal tar epoxy paint for buffers and rail supporting plates




DATA:Rail track for moving gantry crane consists of 45 kg / m standard rails fixed by welding and

bolting to anchors embedded in concrete at intervals. The width of track shall be as per the

requirement of gantry long travel specifications.

Consider track length of 200 m for rate analysis.

Weight of 45 kg / m rails in tonnes ( 2 x 200 x 45 ) / 1000 : 18.00

Add for anchors and fixtures @ 15 % including wastage : 2.70

Total weight in tonnes : 20.70

The weight computed as above based on percentage provision for fixtures is further checked by

computing the actual weight as per fabrication drawings for gantry track provided for one of dam.

Actual weight of materials as per data in Item : 9 of Annexure-2 : 20.722 t


Consider details of Material / Gas cutting / Welding based on fabrication drawings of gantry

track provided for one of the dam for rate analysis ( for details refer Item : 9 of Annexure-2 ).





b. Bolt / Nut / Washer conforming to IS : 1363 :


44


c. Standard Rails 45 kg / m with 2.5 % wastage ( 18000 x 1.025 ) : 18450 kg

d. Welding electrodes ( General purpose ) :

GP electrodes as per data sheet ( Item:9 Annexure-2 ) : 1710 Nos


Total requirement of GP electrodes : 1881 Nos



2. Cutting :

Total length of cutting assuming cutting for 2 sides as per data sheet : 222 Rm


Length of steel to be cut by using gas cutting torch manually : 222 m

Time for gas cutting manually at average cutting progress of 2 m / hour : 111 hours

Acetelyne gas @ 0.6 cum / hour ( 111 x 0.60 ) : 67 cum

Oxygen gas @ 1.8 cum / hour ( 111 x 1.80 ) : 201 cum


3. Welding :



( 188 / 15 ) x 8 / 2 : 50 hours


( 1693 / 15 ) x 8 / 6 : 150 hours

Total : 200 hours




For painting buffers and supporting plates 0.5 ltr zinc rich epoxy primer and 1 ltr coal tar epoxy

paint considered.


For drilling holes for anchor bolts 24 hours use of drilling machine considered.

For grinding edges of parts requiring finishing 8 hours use of grinding machine considered.

For handling and erection use of 8 t mobile crane for 2 hours considered.



Painter Cl-II

Cutting sections 133 hours --- 17 17 17

Drilling holes for anchors / supports --- 6 --- 6

Erection /stitch welding anchors 50 hours 3 6 --- 6

Erection of rails & fixing clamps 2 2 --- 4


Cleaning surface 3 sqm @ 15 sqm/day --- --- --- ---


Finishing / checking / cleaning 1 1 --- 1

Total : 8 32 36 54



b. 1 Painter Cl- II considered or cleaning and painting.



Erector /

Welder

45

Marker /

Fabricator /

Gas cutter /











RATE ANALYSIS UNIT : 200.000 Rm

A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel

Angles / channels / beams / bars kg 1570.00 49.14 77141.95

Plates / flats kg 975.00 51.14 49856.63

2 Rails kg 18450.00 52.82 974529.00


4 Oxygen gas cum 201.00 70.00 14070.00







11 Sundries LS 10.00 44.00 440.00

Total `: 1184504.24





B. MACHINERY:

Sl No Unit Amount

in `:









5 Sundries LS 10.00 44.00 440.00

Total `: 16513.00





Quantity

Quantity Rate

in `:

Rate

in `:

Description

Perticulars

46


C. LABOUR:

Sl No Unit Amount

in `:




4 Foreman Day 8.00 276.73 2213.84


6 Gas cutter Day 17.00 254.73 4330.41



9 Painter Cl- II Day 1.00 239.73 239.73

10 Electrician Day 1.00 241.23 241.23

Total `: 36078.13







ABSTRACT:




TOTAL `: 1445447.87








Total `: 1584288.46





Total cost for 200.000 Rm `: 1624997.57

Rate per Rm `:`:`:`: 8124.99

Rate approved per Rm `:`:`:`: 8100.00


ITEM: Design, fabrication, supply, erection and commissioning of embedded parts ( without groove

liner ) consisting of sill beam, wheel tracks, seal seats, guide rails, breast wall liner ( upto one

vent height plus 1 m above the roof of vent ) etc., with all accessories for river / canal sluice

service gate including cost of all materials, machinery, labour, cutting, aligning, anchoring,

welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats of cold

applied coal tar epoxy paint etc., complete as per specifications and approved drawings with

Rate

in `:

47



lead upto 1 km and all lifts for structural steel components and all leads and lifts


DATA:Embedded parts for river / canal sluice service gate without groove lining consist of sill beam,

wheel / seal tracks, breast wall lining and gate guide with accessories such as first / second

stage anchors.

The weight of embedded parts depends on the height of gate groove and height upto which

breast wall lining is to be provided. Weight of embedded parts will be about 50% of wt of gate.

Consider embedded parts for river sluice service gate for sluice opening of size 1.5 m x 3 m.

Weight of breast wall lining for 20 mm MS plate and 6 mm SS plate including stiffeners and

anchors will be about 250 kg per sqm area of breast wall.

Size of gate for 1.5 m x 3 m opening : Length : 2.2 m Height : 3.3 m

Head of water above sill level considered : 16 m

Weight of vertical lift roller gate in tonne for 1.5 m x 3 m opening based on empirical formula :

= 0.0888 x ( L 2 x H x h )

0.659

Consider weight of embedded parts in tonnes @ 50 % of weight of gate leaf :

= 0.50 x 0.0888 x ( L 2

x H x h ) 0.659


= 0.0444 x ( 2.2 x 2.2 x 3.3 x 16 ) 0.659

: 1.714 tonnes

Weight of breast wall lining about 7 sqm @ 250 kg / sqm : 1.750 tonnes

Total : 3.464 tonnes


actual weight as per fabrication drawings of embedded parts for river sluice service gate of same

size provided for one of the dam.



Consider details of Material / Gas cutting / Welding based on embedded parts drawings for

river sluice service gate provided for one of the dam for rate analysis ( for details refer Item : 10

of Annexure - 2 ).






Stainless steel plates / flats ( 414 x 1.025 ) : 424.00 kg

c. Bolt / Nut / Washer conforming ti IS : 1363 :

MS bolts and nuts with 2.5 % wastage ( 61 x 1.025 ) : 62.5 kg










for stitch weld SS electrodes @t 10 % of total ( 438 x 0.10 ) : 44 Nos

for run weld SS electrodes @t 90 % of total ( 438 x 0.90 ) : 394 Nos

48


2. Cutting :



Total length of cutting Total : 167 Rm














Use of shearing machine with 50 min / hr working ( 3 x 60 / 50 ) : 4 hours

3. Welding :



( 150 + 44 ) x 8 / 15 / 2 : 52 hours


( 1345 + 394 ) x 8 / 15 / 6 : 154 hours

Total : 206 hours



( 52 x 0.25 + 154 x 0.75 ) : 129 hours

4. Planing SS plates for wheel / seal tracks :















Quantity of rust cleaner / inhibitor @ 8 sqm / ltr : 4 ltr


For drilling holes for anchor bolts use of drilling machine for 8 hours considered.

For grinding weld joints and edges requiring finishing use of grinding machine for 8 hours

considered.

For handling parts during fabrication and erection use of 8 t mobile crane for 4 hours and

stationery derric crane for 8 hours considered

49




Painter Cl-II



Fbricating by stitch welding 52 hours 3 6 --- 12


Erection of first stage anchors 3 6 --- 6


Erection of Breast wall 2 4 --- 8




Total : 18 30 27 88

















A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 2162.00 51.14 110553.87



4 Oxygen gas cum 93.00 70.00 6510.00








12 Wire brush Nos 1.00 50.00 50.00

Contd

Welder

Gas cutter /

Perticulars

50

Erector /

Quantity

Marker /

in `:

Rate

Fabricator /



Sl No Unit Amount

in `:

Contd



15 Sundries LS 20.00 44.00 880.00

Total `: 305033.88





B. MACHINERY:

Sl No Unit Amount

in `:

















9 Sundries LS 10.00 44.00 440.00

Total `: 36074.00





C. LABOUR:

Sl No Unit Amount

in `:






6 Foreman Day 18.00 276.73 4981.14


Contd

in `:

Rate

QuantityDescription


Rate

in `:

RatePerticulars

51

Quantity

in `:



Sl No Unit Amount

in `:

Contd

8 Gas cutter Day 8.00 254.73 2037.84


10 Welder ( X - ray ) Day 2.00 280.20 560.41



13 Painter Cl - II Day 11.00 239.73 2637.03

14 Electrician Day 2.00 241.23 482.46

Total `: 53250.40







ABSTRACT:




TOTAL `: 472027.51








Total `: 523230.10






Rate per tonne `:`:`:`: 166926.86



ITEM: Design, fabrication, supply, erection and commissioning of embedded parts ( with groove

liner upto breast wall level ) consisting of sill beam, wheel tracks, seal seats, guide rails,

breast wall liner ( upto one vent height plus 1 m above the roof of vent ) etc., with all accessories

for river / canal sluice service gate including cost of all materials, machinery, labour,

cutting, aligning, anchoring, welding, finishing, cleaning, applying ne coat of zinc rich epoxy

primer and four coats of cold applied coal tar epoxy paint etc., complete as per specifications

and approved drawings with lead upto 1 km and all lifts for structural steel components

and all leads and lifts including packing / forwarding charges for other materials.

in `:

52

Description Quantity Rate


DATA:Embedded parts for river sluice service gate consist of sill beam, wheel / seal tracks, groove

lining upto breast wall level, breast wall lining upto 1 vent plus 1 m above top of vent, gate guide

etc., with all accessories such as first stage anchors.

The wt of embedded parts depends on the height of gate groove and height upto which breast

wall lining is to be provided. Generally wt of embedded parts will be about 50% of wt of gate.



Weight of groove liner for 20 mm MS plate including stiffeners and anchors will be about

200 kg / sqm area of groove liner.

Consider embedded parts for river sluice service gate for sluice opening of size 2.5 m x 3 m.



Weight of vertical lift roller in tonne for 2.5 m x 3 m opening based on empirical formula :

= 0.0888 x ( L 2

x H x h ) 0.659

Consider weight of embedded parts in tonnes @ 50 % of weight of gate leaf :

= 0.50 x 0.0888 x ( L 2

x H x h ) 0.659


= 0.0444 x ( 3.2 x 3.2 x 3.3 x 34 ) 0.659

: 4.615 tonnes


Weight of groove liner about 15 sqm @ 200 kg / sqm : 3.000 tonnes



actual weight as per fabrication drawings of embedded parts with groove liners for river sluice

service gate of same size provided for one of the dam.

Actual weight of embedded parts as per data in Item : 11 of Annexure-2 : : 10.657 tonnes


Consider details of Material / Gas cutting / Welding based on embedded parts and gate groove

liner drawings for river sluice service gate provided for one of the dam work for rate analysis ( for

details refer Item : 11 of Annexure - 2 ).






Stainless steel plates / flats ( 825 x 1.025 ) : 846 kg














53


2. Cutting :


















3. Welding :



( 613 + 48 ) x 8 / 15 / 2 : 176 hours


( 5513 + 432 ) x 8 / 15 / 6 : 528 hours

Total : 704 hours



( 176 x 0.25 + 528 x 0.75 ) : 440 hours




















considered.

For handling of parts during fabrication and erection 8 t mobile crane for 10 hours and stationery

derric crane for 40 hours considered.

54




Painter Cl-II







Erection of Breast wall liner 2 4 --- 8

Erection of groove liners 3 6 --- 12



Finishing / cleaning 1 2 --- 4

Total : 42 70 82 239

















A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 9195.00 51.14 470186.33



4 Oxygen gas cum 180.00 70.00 12600.00








Contd

55

Welder

Erector /

Gas cutter /

Quantity Rate

in `:

Perticulars

Fabricator /

Marker /



Sl No Unit Amount

in `:

Contd

12 Wire brush Nos 2.00 50.00 100.00



15 Sundries LS 40.00 44.00 1760.00

Total `: 880080.96





B. MACHINERY:

Sl No Unit Amount

in `:

















9 Sundries LS 40.00 44.00 1760.00

Total `: 81668.00





C. LABOUR:

Sl No Unit Amount

in `:






6 Foreman Day 42.00 276.73 11622.66

Contd

Description

in `:

in `:

Quantity Rate

Quantity

Quantity

56

Rate

in `:

Rate

Perticulars

Description



Sl No Unit Amount

in `:

Contd


8 Gas cutter Day 16.00 254.73 4075.68


10 Welder ( X - ray ) Day 7.00 280.20 1961.42



13 Painter Cl - II Day 36.00 239.73 8630.28

14 Electrician Day 5.00 241.23 1206.15

Total `: 127848.55







ABSTRACT:




TOTAL `: 1299544.67








Total `: 1437622.94






Rate per tonne `:`:`:`: 136375.13



ITEM: Design, fabrication, supply, erection and commissioning of vent liner using 20 mm thick

plates with stiffeners and anchors for river sluice / canal sluice vents including cost of all

materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying

one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint etc.,

complete with lead upto 1 km and all lifts for structural steel components and all leads

and lifts including packing / forwarding charges for other materials.

57

in `:

RateQuantityDescription


DATA:Vent lining consists of forming river / canal sluice of specified size using 20 mm thick structural

steel plates for the specified length. The liner plates are stiffened on the back side and anchors

are provided for embedment in concrete.

Consider vent lining for river / canal sluice of size 2.5 m x 3 m for analysis.

Consider vent lining for 3.40 m length of vent.

Finished area of lining : ( 2 x 3 x 3.4 + 2 x 2.5 x 3.4 ) : 37.40 sqm

Weight of 20 mm thick MS plate per sqm : 157.00 kg

Add 25 % for stiffeners / anchors / projections etc : 39.25 kg

Total requirement of steel for vent lining of sluice per sqm area Total : 196.25 kg

say : 196 kg

Quantity of steel required for 37.40 sqm ( 37.40 x 0.196 ) : 7.330 tonnes

The weight computed as above on percentage basis for stiffeners / anchors is further checked

by computing the actual weight as per fabrication drawings of vent liner for river sluice service

gate vent of same size provided for one of the dam.

Actual weight of liner for 37.4 sqm as per data in Item : 12 of Annexure-2 : 7.281 tonnes


Consider details of Material / Gas cutting / Welding based on vent liner drawings for river sluice

service gate vent provided for one of the dam for rate analysis ( for details refer Item : 12 of

Annexure - 2 ).




b. Welding electrodes ( General purpose / Low hydrogen ) :




for stitch weld GP electrodes @ 10 % of total ( 4613 x 0.10 ) : 461 Nos


2. Cutting :

Length of cutting assuming cutting for 2 sides : 203 Rm


Total : 223 Rm










Use of pug cutting machine with 50 min / hr working :( 64 x 60 / 50 ) : 77 hours

3. Welding :

Length of welding : 420 Rm


( 461 / 15 ) x 8 / 2 : 123 hours


( 4152 / 15 ) x 8 / 6 : 369 hours

Total : 492 hours


58



( 123 x 0.25 + 369 x 0.75 ) : 308 hours


Painting area for liner : 37.5 sqm


Quantity of primer paint for 37.5 sqm @ 9 sqm / ltr / coat : 4 ltr


Quantity of coal tar epoxy paint for 37.5 sqm @ 6 sqm / ltr / coat : 25 ltr




Quantity of rust cleaner / inhibitor for 37.5 sqm @ 8 sqm / ltr : 5 ltr


For handling during fabrication and erection 8 t mobile crane for 4 hours and stationery derric

crane for 16 hours considered.

For grinding and finishing weld joints in liner plates 12 hours use of grinding machine considered.



Painter Cl-II




Cleaning surface 37.4 sqm @15 sqm/day --- --- --- 2

Painting ( 5x37.4 ) sqm @ 15 sqm / day --- --- --- 14

Finishing / Cleaning 1 1 --- 1

Total : 20 28 58 117
















RATE ANALYSIS UNIT : 37.400 sqm

A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel plates / flats kg 7463.00 51.14 381620.51

2 Oxygen gas cum 168.00 70.00 11760.00

Contd

Erector /

59

Rate

in `:

Gas cutter /

Welder


Marker /

Fabricator /



Sl No Unit Amount

in `:

Contd







9 Wire brush Nos 1.00 50.00 50.00



12 Sundries LS 5.00 44.00 220.00

Total `: 507416.71





B. MACHINERY:

Sl No Unit Amount

in `:











6 Sundries LS 5.00 44.00 220.00

Total `: 38333.00





C. LABOUR:

Sl No Unit Amount

in `:



3 Foreman Day 20.00 276.73 5534.60


5 Gas cutter Day 12.00 254.73 3056.76


Contd

Rate

in `:

Description Rate

in `:

Quantity

Rate

in `:

Description

60


Quantity



Sl No Unit Amount

in `:

Contd



9 Painter Cl - II Day 12.00 239.73 2876.76

10 Electrician Day 1.00 241.23 241.23

Total `: 57399.02







ABSTRACT:




TOTAL `: 715788.83








Total `: 790217.25





Total cost for 37.400 sqm `: 797065.48

Rate per sqm `:`:`:`: 21311.91

Rate approved per sqm `:`:`:`: 21300.00


ITEM: Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical

lift service gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, lifting

brackets, guide rollers, ballast blocks, teflon claded rubber seals etc., with all accessories for

river sluice / canal sluice vent including cost of all materials, machinery, labour, cutting,

aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three

coats of cold applied coal tar epoxy paint, seal fixing etc., complete as per specifications and

approved drawings with lead upto 1 km and all lifts for structural steel components and

all leads and lifts including packing / forwarding charges for other materials.

DATA:Consider upstream seal vertical lift roller gate. The gate leaf consists of skin plate, horizontal

girders, vertical end girders, stiffeners, wheels, gate guide rollers, brackets for pulleys, seals

61

Rate

in `:



etc., with all accessories.

Consider river / canal sluice service gate for 2.5 m x 3 m sluice opening for analysis.

For vent opening of 2.5 x 3.0 m the approximate size of gate leaf will be 3.2 x 3.3 m.

Head of water considered above sill of gate : 34 m

Weight of gate leaf in tonne for vertical lift roller gate based on empirical formula :

= 0.0888 ( L 2

x H x h ) 0.659

Where ( L ) is length and ( H ) is height of gate and ( h ) is head of water above sill in Rm.

= 0.0888 ( 3.2 x 3.2 x 3.3 x 34 ) 0.659

: 9.229


actual weight as per fabrication drawings for river sluice service gate of same size provided for

one of the dam.

Actual weight of river sluice service gate as per data in Item : 13 of Annexure-2 : 9.202 tonnes


Consider details of Material / Gas cutting / Welding based on fabrication drawings of river sluice

gate provided for one of the dam for rate analysis ( for details refer Item : 13 of Annexure-2 ).




b. Cast iron components conforming to IS : 210 :

Cast iron blocks for counter weight ( 4000 x 1.025 ) : 4100 kg


Wheel axles / Pins : 132 kg

d. Cast steel components conforming to IS : 1030 :

Wheels / guide rollers : 492 kg

e. Alluminium / Bronze alloy components conforming to IS : 305 :

Bearings / Bushes : 76 kg

f. Bolts / Nuts / Washers conforming to IS : 1363 :

SS bolts / nuts / washers with 2.5 % wastage ( 54 x 1.025 ) : 55 kg




Bottom seal ( flat type ) ( 2.76 x 1.025 ) : 2.8 Rm

Side seals ( music note type teflon claded ) ( 5.71 x 1.025 ) : 5.85 Rm

Top seal ( music note type teflon claded ) ( 2.2 x 1.025 ) : 2.25 Rm

Corner seal ( teflon claded ) : 2 Nos







2. Cutting :



Total : 151 Rm




62









3. Welding :



( 359 / 15 ) x 8 / 2 : 96 hours


( 3232 / 15 ) x 8 / 6 : 287 hours

Total : 383 hours



( 96 x 0.25 + 287 x 0.75 ) : 239 hours


Painting area for river sluice gate at 10 sqm / tonne ( 9.202 x 10 ) : 92 sqm










For lowering gate leaf from hoist chamber use of tower crane for 1 hour considered.

For handling and erection 8 t mobile crane for 4 hours and stationery derric crane for 10 hours

considered.

For drilling holes in skin plate, counter weight blocks, horizontal girders and seal clamps use of

drilling machine for 8 hours considered.


machine considered.



Painter Cl-II





Fixing counter weight blocks --- 2 --- 4




Guide roller fixing / Cleaning / Lowering 1 2 --- 2

Total : 16 27 44 122

Gas cutter /

WelderFabricator /

Marker /

63

Erector /



considered for welder for stitch welding.















A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel

Plates / flats kg 4479.00 51.14 229033.67

2 Cast iron components

CI blocks for counter wt kg 4100.00 50.00 205000.00


Wheel axles / Pins kg 132.00 315.00 41580.00

4 Cast steel components

Wheels / Guide rollers kg 492.00 175.00 86100.00


Bearings / Bushes kg 76.00 945.00 71820.00


SS bolts / nuts / washers kg 55.00 200.00 11000.00



7 Rubber seals

Bottom seal ( flat uncladed ) Rm 2.80 215.00 602.00

Side seals ( bulb teflon claded ) Rm 5.85 950.00 5557.50

Top seal ( bulb teflon claded ) Rm 2.25 950.00 2137.50

Corner seals ( bulb teflon claded ) Nos 2.00 1050.00 2100.00

8 Oxygen gas cum 99.00 70.00 6930.00







15 Wire brush Nos 1.00 50.00 50.00


Contd

Perticulars Quantity Rate

in `:

64



Sl No Unit Amount

in `:

Contd


18 Sundries LS 5.00 44.00 220.00

Total `: 769665.47





B. MACHINERY:

Sl No Unit Amount

in `:





3 Tower crane Hour 1.00 1096.00 1096.00










8 Sundries LS 5.00 44.00 220.00

Total `: 32150.00





C. LABOUR:

Sl No Unit Amount

in `:





5 Foreman Day 16.00 276.73 4427.68


7 Gas cutter Day 8.00 254.73 2037.84


9 Welder ( X - ray grade ) Day 4.00 280.20 1120.81


Contd


in `:

Rate

in `:


in `:

Rate

65


Rate


C. LABOUR ( Contd ):

Sl No Unit Amount

in `:

Contd


12 Painter Cl - II Day 25.00 239.73 5993.25

13 Electrician Day 2.00 241.23 482.46

Total `: 54891.92







ABSTRACT:




TOTAL `: 1009276.85








Total `: 1110337.12






Rate per tonne `:`:`:`: 122852.76



ITEM: Design, fabrication, supply, erection, testing and commissioning of adequate capacity rope

drum hoist consisting of hoist platform, rope drum, gear system, electric motor, electro-

magnetic brake system, hand operation assembly, control panel, wire rope, pulleys, ladder etc.,

with all accessories for operating river sluice / canal sluice service gate including cost of

all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning,

greasing, applying two coats of zinc chromate red oxide primer and three coats of approved

synthetic enamel paint etc., complete with lead upto 1 km and all lifts for structural


other materials.

DATA:Rope drum hoist for river / canal sluice service gate consists of embedded parts for anchorage,

hoist supporting structure, pulley support, pulleys, drive stool, rope drums, shafts, couplings,

in `:

Rate

66



gears and pinions, plummer blocks, gear box, electric motor, hand operation assembly, brake,

wire rope, gate position indicator, switch box etc. with related accessories.

Generally the hoist capacity will be 2.5 times the weight of gate including weight of ballast.

Consider rope drum hoist for river / canal sluice service gate for vent of size 2.5 m x 3 m.

Capacity of hoist in tonnes :

Size of gate for 2.5 x 3 m opening : 3.2 m x 3.3 m


Weight of gate leaf in tonne including weight of ballast based on empirical formula :

= 0.0888 x ( L 2

x H x h ) 0.659


= 0.0888 x ( 3.2 x 3.2 x x 3.3 x 34 ) 0.659

: 9.229

Capacity of hoist in tonnes with 25% reserve capacity at 2.5 times wt of gate with ballast.

( 2.50 x 9.229 ) : 23.073 tonnes

Round off the capacity of hoist to next 5 tonne say : 25.00 tonnes

Weight of hoist with all accessories is considered at 0.25 tonne per tonne capacity of hoist.

Weight of hoist with all accessories ( 0.25 x 25 ) : 6.250 tonnes



sluice gate rope drum hoist of same capacity provided for one of the dam.

Actual capacity of hoist as per data sheet : 25.00 tonnes

Actual weight of rope drum hoist as per data in Item :14 of Annexure-2 : 6.243 tonnes


Consider details of Material / Gas cutting / Welding based on fabrication drawings of 25 tonne

capacity rope drum hoist provided for river sluice service gate for one of the dam work for rate

analysis ( for details refer Item : 14 of Annexure- 2 ).





Chequered plates with 2.5 % wastage ( 283 x 1.025 ) : 290.00 kg


Rope drums 2 Nos / Gears ( 1420 +506 ) : 1926.00 kg

Pinions : 79.00 kg

Pulleys 3 Nos / Couplings 2 Nos : 306.00 kg


c. Alloy steel steel components conforming to IS : 1570 :

Shafts : 346.00 kg

Pins : 73.00 kg

d. Alluminium/ Bronze alloy components conforming to IS : 305 :




f. Steel wire rope conforming ti IS 2266 :

28 mm dia 6 / 37 construction 1 No 120 Rm @ 2.71 kg / m : 325 kg


Manual operating system : 1 No.

Worm reducer : 1 No




67









2. Cutting :



Total : 63 Rm










3. Welding :



( 110 / 15 ) x 8 / 2 : 29 hours


( 995 / 15 ) x 8 / 6 : 88 hours

Total : 117 hours



( 29 x 0.25 + 88 x 0.75 ) : 73 hours


Painting area at 20 sqm / tonne of str steel (1487+402+290 ) x 20 : 43 sqm




Quantity of synthetic enamel paint for 43 sqm @ 12 sqm / ltr /coat : 11 ltr






For handling during fabrication and erection 8 t mobile crane considered for 2 hours.





Painter Cl-II

Cutting sections/ drilling holes 31 hours 2 4 4 8

Contd

Welder

Erector /

68

Fabricator /



Requirement of work force ( Contd ):


Painter Cl-II

Contd




Erection of hoist frame 1 1 --- 4

Erection of drums / gears / shafts 1 2 --- 4

Erection of pulleys / plummer blocks 1 1 --- 2


Erection of other accessories --- 1 --- 2

Erection of control panel / cabling --- 1 --- 1

Checking and running without rope 1 1 --- 2




Trial running by lowering / lifting gate 1 1 --- 4

Final checking / Finishing / cleaning 1 1 --- 1

Total : 14 21 15 71



b. Workforce for painting 2 coats primer and 3 coats finishing paint consists of 11 Painters Cl-II














A. MATERIALS: 25 t capacity

Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 402.00 51.14 20556.27

Chequered plate kg 290.00 53.69 15570.61



Pinions kg 79.00 210.00 16590.00

Pulleys 3 Nos / Couplings 2 Nos kg 306.00 175.00 53550.00

Contd

Erector /

in `:

69

Fabricator / Welder

QuantityPerticulars

Marker /

Rate

Gas cutter /



Sl No Unit Amount

in `:

Contd



Shafts kg 346.00 260.00 89960.00

Pins kg 73.00 315.00 22995.00





7 Worm reducers No. 1.00 77000.00 77000.00






13 Oxygen gas cum 45.00 70.00 3150.00







20 Grease kg 25.00 288.00 7200.00

21 Wire brush Nos 1.00 50.00 50.00



24 Sundries LS 5.00 44.00 220.00

Total `: 1014725.49





B. MACHINERY:

Sl No Unit Amount

in `:











Contd

Perticulars

Description

70

Quantity

Quantity Rate

in `:

in `:

Rate


B. MACHINERY ( Contd ):

Sl No Unit Amount

in `:

Contd

6 Sundries LS 5.00 44.00 220.00

Total `: 10069.00





C. LABOUR:

Sl No Unit Amount

in `:




4 Foreman Day 14.00 276.73 3874.22


6 Gas cutter Day 4.00 254.73 1018.92




10 Painter Cl - II Day 11.00 239.73 2637.03

11 Electrician Day 2.00 241.23 482.46

Total `: 31187.79







ABSTRACT:




TOTAL `: 1234026.48








Total `: 1352310.14



Rate

71

Rate

in `:

in `:


QuantityDescription










ITEM: Design, fabrication, supply, erection and commissioning of embedded parts ( without groove

liners ) consisting of sill beam, wheel tracks, seal seats, guide rails, breast wall liner upto

1m height above the roof of vent etc., with all accessories for river / canal sluice emergency

gate including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding,

finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats of cold applied

coal tar epoxy paint etc., complete as per specifications and approved drawings with lead



DATA:Embedded parts for river sluice emergency gate consist of sill beam, wheel / seal tracks, breast

wall lining upto 1 m height above vent top, gate guide etc., with all accessories such as f irst

stage anchors. The weight of embedded parts depends on the height of gate groove and height

upto which breast wall lining is to be provided.

Generally wt of embedded parts for sluice gate will be 50% of wt of gate including ballast.



Consider embedded parts for river sluice emergency gate for sluice opening of size 1.5 m x 3 m.

Weight of embedded parts in tonne for 1.5 m x 3 m opening based on empirical formula :


Head of water considered above sill level : 16 m

Weight of gate with ballast in tonnes = 0.0888 x ( L 2

x H x h ) 0.659

Consider weight of embedded parts at 50 % of weight of gate including ballast:

Weight of embedded parts in tonnes = 0.50 x 0.0888 x ( L 2

x H x h ) 0.659


= 0.0444 x ( 2.2 x 2.2 x 3.3 x 16 ) 0.659

: 1.714 tonnes




actual weight as per fabrication drawings of embedded parts for river sluice emergency gate of

same size provided for one of the dam.



Consider details of Material / Gas cutting / Welding based on embedded parts drawings for river

sluice emergency gate provided for one of the dam for rate analysis ( for details refer Item 15 of

Annexure - 2 ).





72

















2. Cutting :


















3. Welding :



( 103 + 45 ) x 8 / 15 / 2 : 40 hours


( 923 + 407 ) x 8 / 15 / 6 : 118 hours

Total : 158 hours



( 40 x 0.25 + 118 x 0.75 ) : 99 hours





73

















considered.

For handling of parts during fabrication and erection use of mobile crane for 2 hours and




Painter Cl-II







Erection of Breast wall liners 1 2 --- 4




Total : 15 24 21 73




at 15 sqm / day and 1 helper to assist painters.









Gas cutter /

74

WelderFabricator /

Marker /

Erector /






A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 1337.00 51.14 68367.50



4 Oxygen gas cum 81.00 70.00 5670.00








12 Wire brush Nos 1.00 50.00 50.00



15 Sundries LS 5.00 44.00 220.00

Total `: 215459.38





B. MACHINERY :

Sl No Unit Amount

in `:















Contd

in `:

RateQuantity

75


in `:

Rate

Description



Sl No Unit Amount

in `:

Contd



9 Sundries LS 10.00 44.00 440.00

Total `: 29125.00





C. LABOUR:

Sl No Unit Amount

in `:






6 Foreman Day 15.00 276.73 4150.95


8 Gas cutter Day 7.00 254.73 1783.11


10 Welder ( X - ray ) Day 2.00 280.20 560.41



13 Painter Cl - II Day 9.00 239.73 2157.57

14 Electrician Day 1.00 241.23 241.23

Total `: 44686.27







ABSTRACT:




TOTAL `: 347812.62







in `:

RateQuantity

in `:

Description


76

Rate



Total `: 386208.17






Rate per tonne `:`:`:`: 179191.31



ITEM: Design, fabrication, supply, erection and commissioning of embedded parts ( with groove

liners ) consisting of sill beam, wheel tracks, seal seats, guide rails, breast wall liner ( upto

1 m above the roof of vent ), groove liner upto breast wall level etc., with all accessories for

river / canal sluice emergency gate including cost of all materials, machinery, labour,cutting,

aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer

and four coats of cold applied coal tar epoxy paint etc., complete as per specifications and

approved drawings with lead upto 1 km and all lifts for structural steel components and


DATA:Embedded parts for river sluice emergency gate consist of sill beam, wheel /seal tracks, groove

lining upto breast wall level, breast wall lining upto 1 m above top of vent, gate guide etc., with

all accessories such as first stage anchors. The weight of embedded parts depends on the

height of gate groove and height upto which breast wall lining is to be provided.

Weight of embedded parts for emergency gate will be about 65 to 70 % of gate wt with ballast.



Weight of groove liner for 20 mm MS plate including stiffeners and anchors will be about

200 kg / sqm area of groove liner.

Consider embedded parts for river sluice emergency gate for sluice opening of size 2.5 m x 3 m.


Head of water considered above sill level : 34 m

Weight of embedded parts in tonne including weight of ballast based on empirical formula :

= 0.0888 x ( L 2

x H x h ) 0.659

Consider weight of embedded parts at 67.5 % og weight of gate including ballast:

= 0.675 x 0.0888 x ( L 2

x H x h ) 0.659


= 0.0600 x ( 3.2 x 3.2 x 3.3 x 34 ) 0.659

: 6.236 tonnes

Weight of breast wall lining about 3.5 sqm @ 250 kg / sqm : 0.875 tonnes

Weight of groove liner about 10 sqm @ 200 kg / sqm : 2.000 tonnes



actual weight as per fabrication drawings of embedded parts and groove liner for river sluice

emergency gate of same size provided for one of the dam.



Consider details of Material / Gas cutting / Welding based on embedded parts and groove liner

drawings for river sluice emergency gate provided for one of the dam work for rate analysis ( for

77


details refer Item : 16 of Annexure - 2 ).






Stainless steel plates / flats ( 431 x 1.025 ) : 442 kg














2. Cutting :


















3. Welding :



( 578 + 79 ) x 8 / 15 / 2 : 175 hours


( 5204 + 711 ) x 8 / 15 / 6 : 526 hours

Total : 701 hours



( 175 x 0.25 + 526 x 0.75 ) : 438 hours

78





















considered.





Painter Cl-II







Erection of Breast wall liner 1 2 --- 4

Erection of groove liners 3 6 --- 12




Total : 42 68 82 228









Fabricator /

Erector /

Gas cutter /

Welder

Marker /

79










A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 7617.00 51.14 389495.30



4 Oxygen gas cum 180.00 70.00 12600.00








12 Wire brush Nos 2.00 50.00 100.00



15 Sundries LS 25.00 44.00 1100.00

Total `: 755676.19





B. MACHINERY:

Sl No Unit Amount

in `:











Contd

80

in `:

Quantity Rate


Description

in `:



Sl No Unit Amount

in `:

Contd







9 Sundries LS 25.00 44.00 1100.00

Total `: 72140.00





C. LABOUR:

Sl No Unit Amount

in `:






6 Foreman Day 42.00 276.73 11622.66


8 Gas cutter Day 16.00 254.73 4075.68


10 Welder ( X - ray ) Day 7.00 280.20 1961.42



13 Painter Cl - II Day 30.00 239.73 7191.90

14 Electrician Day 2.00 241.23 482.46

Total `: 121880.37







ABSTRACT:




TOTAL `: 1135826.32




Rate

81

in `:

Description

Quantity

Quantity Rate

in `:

Description






Total `: 1257479.32






Rate per tonne `:`:`:`: 139828.29



ITEM: Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift

emergency gate consisting of skin plate, horizontal and vertical girders, wheels, stiffeners,

lifting brackets, guide rollers, ballast blocks, teflon claded rubber seals etc., with all accessories

for river sluice / canal sluice vent including cost of all materials, machinery, labour, cutting,

aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three

coats of cold applied coal tar epoxy paint, seal fixing etc., complete as per specifications




girders, vertical end girders, stiffeners, wheels, gate guide rollers, brackets for hooks, seals


Consider river / canal sluice emergency gate for 2.5 m x 3 m sluice opening for analysis.

For vent opening of 2.5 x 3.0 m approximate size of gate leaf will be : 3.2 m x 3.3 m


Weight of vertical lift roller gate in tonnes including ballast based on empirical formula :

= 0.0888 ( L 2

x H x h ) 0.659


= 0.0888 ( 3.2 x 3.2 x 3.3 x 34 ) 0.659

: 9.229


actual weight as per fabrication drawings for river sluice emergency gate of same size provided

for one of the dam.

Actual wt of river sluice emergency gate as per data in Item :17 of Annexure-2 : 9.215 tonnes


Consider details of Material / Gas cutting / Welding based on fabrication drawings of river sluice

gate provided for one of the dam for rate analysis ( for details refer Item:17 of Annexure-2 ).





Cast iron blocks for counter weight ( 4000 x 1.025 ) : 4100 kg

82




d. Cast steel components conforming to IS : 1030 :


e. Alluminium / Bronze alloy components conforming to IS : 305 :


f. Bolts / Nuts / Washers conforming to IS : 1363 :

SS bolts / nuts / washers with 2.5 % wastage ( 54 x 1.025 ) : 55 kg




Bottom seal ( flat uncladed ) ( 2.76 x 1.025 ) : 2.8 Rm

Top seal ( bulb type teflon claded ) ( 2.2 x 1.025 ) : 2.25 Rm

Side seals ( bulb type teflon claded ) ( 5.71 x 1.025 ) : 5.85 Rm

Corner seal ( bulb teflon claded ) : 2 Nos







2. Cutting :



Total : 147 Rm











3. Welding :



( 332 / 15 ) x 8 / 2 : 89 hours


( 2987 / 15 ) x 8 / 6 : 265 hours

Total : 354 hours



( 89 x 0.25 + 265 x 0.75 ) : 221 hours


Painting area for river sluice gate at 10 sqm / tonne ( 9.215 x 10 ) : 92 sqm

83











For lowering gate leaf from hoist chamber use of tower crane for 1 hour considered.

For handling of gate parts during fabrication and erection 8 t mobile crane for 4 hours and


For drilling holes in skin plate, counter weight blocks, horizontal girders and seal clamps use of

drilling machine for 8 hours considered.


machine considered.



Painter Cl-II





Fixing counter weight blocks 1 1 --- 2




Guide roller fixing / Cleaning / Lowering 1 2 --- 2

Total : 17 25 41 115
















Fabricator /

Erector /

Welder

84




A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel

Plates / flats kg 4409.00 51.14 225454.22

2 Cast iron components

CI blocks for counter wt kg 4100.00 50.00 205000.00








SS bolts / nuts / washers kg 55.00 200.00 11000.00



7 Rubber seals


Side seals ( bulb teflon claded ) Rm 5.85 950.00 5557.50

Top seal ( bulb teflon claded ) Rm 2.25 950.00 2137.50

Corner seals ( bulb teflon claded ) Nos 2.00 1050.00 2100.00

8 Oxygen gas cum 96.00 70.00 6720.00







15 Wire brush Nos 1.00 50.00 50.00



18 Sundries LS 5.00 44.00 220.00

Total `: 773049.62





B. MACHINERY:

Sl No Unit Amount

in `:





3 Tower crane Hour 1.00 1096.00 1096.00


Contd

in `:

RateQuantity

in `:

Quantity Rate

85

Description

Perticulars



Sl No Unit Amount

in `:

Contd









8 Sundries LS 5.00 44.00 220.00

Total `: 30158.00





C. LABOUR:

Sl No Unit Amount

in `:





5 Foreman Day 17.00 276.73 4704.41


7 Gas cutter Day 8.00 254.73 2037.84



10 Khalasi Day 4.00 241.23 964.92



13 Painter Cl - II Day 25.00 239.73 5993.25

14 Electrician Day 2.00 241.23 482.46

Total `: 52793.81







ABSTRACT:




TOTAL `: 1007876.00

86

RateQuantity

in `:

in `:

Rate

Description

QuantityDescription









Total `: 1108476.82






Rate per tonne `:`:`:`: 122501.48



ITEM: Design, fabrication, supply, erection, testing and commissioning of automatic lifting beam

with all accessories for handling, lowering and lifting of river sluice / canal sluice emergency

gate including cost of all materials, machinery, labour, cutting, aligning, welding, finishing,

cleaning, applying one coat of zinc rich epoxy primer and two coats of cold applied coal tar

epoxy paint etc., complete as per specifications and drawings with all lead upto 1 km and all

lifts for structural steel components and all leads and lifts including packing /forwarding


DATA:Automatic lifting beam for lifting river sluice emergency gate consists of fabricated beam with

lifting bracket and automatic engaging / dis-engaging type hooks for under water hooking /

de-hooking of gate leaf. Lifting beam is an independent attachment to moving gantry crane.

Generally the weight of lifting beam for river sluice emergency gate will be about 10 percent of

the weight of gate leaf with ballast.

Consider river sluice emergency gate for sluice opening of size 2.5 m x 3 m for analysis.

For vent opening of 2.5 x 3.0 m approximate size of gate leaf will be : 3.2 m x 3.3 m


Weight of vertical lift roller gate in tonnes including weight of ballast as per empirical formula :

= 0.0888 ( L 2 x H x h )

0.659


Consider weight of lifting beam @ 10 % of weight of gate including ballast:

= 0.10 x 0.0888 ( L 2 x H x h )

0.659

= 0.0089 ( 3.2 x 3.2 x 3.3 x 34 ) 0.659

: 0.925 tonne


actual weight as per fabrication drawings of lifting beam for river sluice emergency gate of same

size provided for one of the dam.

Actual weight of lifting beam as per data in Item : 18 of Annexure-2 : 0.922 tonne


Consider details of Material / Gas cutting / Welding based on fabrication drawings of lifting

beam for river sluice emergency gate provided for one of the dam for rate analysis ( for details


87



a. Structural steel :



b. Alloy steel components :

Pins : 71 kg

c. Bronze alloy components :

Bush : 4 kg

d. Forged steel components :

Hooks : 130 kg

e. Bolts / Nuts / Washers :


f. MS pipe 100 mm dia : 11 kg

g. Welding electrodes ( General purpose / Low hydrogen ) :






2. Cutting :



Total : 47 Rm










3. Welding :



( 56 / 15 ) x 8 / 2 : 15 hours


( 503 / 15 ) x 8 / 6 : 45 hours

Total : 60 hours



( 15 x 0.25 + 45 x 0.75 ) : 38 hours


Painting area for lifting beam at 12 sqm / tonne ( 0.922 x 12 ) : 11 sqm





88





Quantity of rust cleaner / inhibitor for 11 sqm @ 8 sqm / ltr : 1.5 ltr


For drilling holes for pins / guide shoes 2 hours use of drilling machine considered.

For grinding and finishing weld joints 2 hour use of grinding machine considered.



Painter Cl-II







Finishing / guide shoe fixing / checking --- 1 --- 1

Total : 3 7 9 22

















A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 488.00 51.14 24953.88


Lifting pins kg 71.00 315.00 22365.00


Bronze bush kg 4.00 945.00 3780.00

4 Forged steel components :

Lifting hooks kg 130.00 235.00 30550.00

Contd

Fabricator /

Erector /

89

Welder

Rate

in `:

QuantityPerticulars




Sl No Unit Amount

in `:

Contd

5 MS pipe 100 mm dia kg 11.00 70.00 770.00



7 Oxygen gas cum 30.00 70.00 2100.00







14 Wire brush Nos 1.00 50.00 50.00



17 Sundries LS 5.00 44.00 220.00

Total `: 112510.97





B. MACHINERY:

Sl No Unit Amount

in `:









5 Sundries LS 3.00 44.00 132.00

Total `: 4361.00





C. LABOUR:

Sl No Unit Amount

in `:



3 Foreman Day 3.00 276.73 830.19


Contd

Description Rate

in `:

in `:

Rate

Quantity

Quantity

in `:

Description

Quantity

Rate

90

Perticulars



Sl No Unit Amount

in `:

Contd

5 Gas cutter Day 3.00 254.73 764.19




9 Painter Cl - II Day 2.00 239.73 479.46

10 Electrician Day 1.00 241.23 241.23

Total `: 10809.16







ABSTRACT:




TOTAL `: 151239.86








Total `: 166586.10






Rate per tonne `:`:`:`: 183569.93




sill beam, wheel tracks, seal seats, guide rails etc., with all accessories for vertical lift

barrage gate including cost of all materials, machinery, labour, cutting, aligning, anchoring,


applied coal tar epoxy paint etc.,complete as per specifications and aproved drawings with lead



DATA:Barrage gate embedded parts consist of sill beam, wheel tracks / seal tracks and gate guides


in `:

91

Rate


with accessories such as first / second stage anchors.

Weight of embedded parts for barrage gate will be about 15 to 20 percent of gate weight.

Consider embedded parts for vertical lift gate for barrage opening of size 13.7 m x 8.26 m.


Head of water above sill level considered : 8.26 m

Weight of vertical lift barrage gate in tonnes based on empirical formula :

= 0.0335 ( L 2 x H x h )

0.716


Consider weight of embedded parts @ 17.5 % of weight of gate leaf :

= 0.175 x 0.0335 ( L 2 x H x h )

0.716

= 0.0058 ( 14.7 x 14.7 x 8.6 x 8.26 ) 0.716

: 5.763 tonnes


actual weight as per fabrication drawings of embedded parts for vertical lift barrage gate of same

size provided for one of the barrage.




parts for vertical lift barrage gate provided for one of the barrage for rate analysis ( for details







Stainless steel plates / flats ( 620 + 133 ) x 1.025 : 772.00 kg














2. Cutting :




For cutting structural steel sections to required size gas cutting and use of plate shearing

machine is considered.





92








Use of shearing machine with 50 min / hr working ( 3 x 60 / 50) : 4 hours

3. Welding :



( 191 + 135 ) x 8 / 15 / 2 : 87 hours


( 1716 + 1211 ) x 8 / 15 / 6 : 260 hours

Total : 347 hours



( 87 x 0.25 + 260 x 0.75 ) : 217 hours




















considered.

For handling during fabrication and erection 25 t mobile crane for 24 hours with energy charges

for 12 hours and stationery derric crane for 75 hours considered.



Painter Cl-II




Contd

Marker /

93

Gas cutter /

Welder

Erector /

Fabricator /


7. Requirement of work force ( Contd ) :


Painter Cl-II

Contd







Total : 40 63 44 177

















A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 3777.00 51.14 193136.90



4 Oxygen gas cum 135.00 70.00 9450.00








12 Wire brush Nos 4.00 50.00 200.00


Contd

94

Quantity

in `:

Gas cutter /

Erector /

Marker /

Rate

Fabricator / Welder

Perticulars



Sl No Unit Amount

in `:

Contd


15 Sundries LS 75.00 44.00 3300.00

Total `: 541217.00





B. MACHINERY:

Sl No Unit Amount

in `:

















9 Sundries LS 70.00 44.00 3080.00

Total `: 191425.00





C. LABOUR:

Sl No Unit Amount

in `:


2 Crew for Plate shearing machine Hour 4.00 76.00 304.00




6 Foreman Day 40.00 276.73 11069.20


8 Gas cutter Day 12.00 254.73 3056.76

Contd

95

in `:

Quantity Rate

RateQuantityPerticulars

in `:

in `:

RateQuantity

Description

Description



Sl No Unit Amount

in `:

Contd


10 Welder ( X - ray ) Day 3.00 280.20 840.61



13 Painter Cl - II Day 17.00 239.73 4075.41

14 Electrician Day 2.00 241.23 482.46

Total `: 109796.40







ABSTRACT:




TOTAL `: 997213.66








Total `: 1112783.57






Rate per tonne `:`:`:`: 216528.87




lift gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, lifting

brackets, guide shoes, rubber seals etc., with all accessories for barrage including cost of all

materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coat

of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing etc.,

complete as per specifications and approved drawings with lead upto 1 km and all lifts for



in `:

96

Quantity RateDescription



girders, vertical end girders, stiffeners, wheels, gate guide shoes, brackets for pulleys, seals


Consider vertical lift roller gate for 13.72 m x 8.26 m opening for analysis.




= 0.0335 ( L 2 x H x h )

0.716


= 0.0335 x( 14.7 x 14.7 x 8.6 x 8.26 ) 0.716

: 33.289


actual weight as per fabrication drawings of vertical lift barrage gate of same size provided for

one of the barrage.

Actual weight of vertical lift barrage gate as per data in Item : 20 of Annexure-2 : 33.025 tonnes


Consider details of Material / Gas cutting / Welding based on fabrication drawings of vertical lift

gate provided for one of the barrage for rate analysis ( for details refer Item : 20 of Annexure-2 ).



Angles/ beams/ channels with 2.5 % wastage ( 3299x1.025 ) : 3382 kg





Wheels : 656 kg






f. Rubber seal conforming to IS : 11855 :

Bottom seal ( flat uncladed ) ( 14 x 1.025 ) : 14.5 Rm

Side seals ( bulb uncladed ) ( 17.2 x 1.025 ) : 18 Rm







2. Cutting :



Total : 765 Rm

For cutting structural steel sections to required sizes gas cutting and plate shearing machine

for plates less than 12 mm thick are considered.



Length of steel to be cut by gas using plate shearing machine : 100 m



97







Use of plate shearing machine with 50 min/hr work ( 10 x 60 / 50 ) : 12 hours

3. Welding :



( 2024 / 15 ) x 8 / 2 : 540 hours


( 18216 / 15 ) x 8 / 6 : 1620 hours

Total : 2160 hours



( 540 x 0.25 + 1620 x 0.75 ) : 1350 hours


Painting area for barrage gate at 18 sqm / tonne ( 33.025 x 18 ) : 595 sqm










For handling of gate parts during fabrication and erection 25 t mobile crane for 20 hours with

energy charges for 10 hours and 8 t mobile crane for 40 hours and stationery derric crane for

150 hours considered.

For drilling holes in skin plate and seal base / clamps use of drilling machine for 50 hours

considered.


machine considered.



Painter Cl-II





Joining units & wheel fixing 4 8 --- 32

Seal fixing & guide shoe fixing 1 2 --- 4



Aligning and lowering in position 2 4 --- 16

Cleaning / checking 1 2 --- 2

Total : 85 130 243 707


Welder

Gas cutter /

Fabricator /

98

Marker /

Erector /

















A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 29372.00 51.14 1501937.22




Wheels kg 656.00 175.00 114800.00






6 Rubber seals


Side seals ( bulb uncladed ) Rm 18.00 330.00 5940.00

7 Oxygen gas cum 459.00 70.00 32130.00







14 Wire brush Nos 10.00 50.00 500.00



17 Sundries LS 100.00 44.00 4400.00

Total `: 2535841.29





99

Perticulars Rate

in `:

Quantity


B. MACHINERY:

Sl No Unit Amount

in `:

















9 Sundries LS 75.00 44.00 3300.00

Total `: 309148.00





C. LABOUR:

Sl No Unit Amount

in `:



3 Crew for Plate shearing machine Hour 12.00 76.00 912.00



6 Foreman Day 85.00 276.73 23522.05


8 Gas cutter Day 40.00 254.73 10189.20



11 Khalasi Day 100.00 241.23 24123.00



14 Painter Cl - II Day 158.00 239.73 37877.34

15 Electrician Day 10.00 241.23 2412.30

Total `: 337992.21




Contd

RateQuantity

in `:

Rate

in `:


100

Description


C. LABOUR:

Sl No Unit Amount

in `:

Contd




ABSTRACT:




TOTAL `: 3778980.80








Total `: 4182177.64






Rate per tonne `:`:`:`: 127844.42



ITEM: Design, fabrication, supply, erection and commissioning of structural steel hoist bridge

consisting of columns, beams, bracings, stiffeners, ties, chequered plate covering, hand railing,

ladder etc., with all other accessories for supporting rope drum hoist for operating barrage

gates including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding,

finishing, cleaning, applying two coats of zinc chromate red oxide primer and three coats of

approved synthetic enamel paint etc.,complete with lead upto 1 km and all lifts for structural


other materials.

DATA:Structural steel hoist bridge for supporting rope drum hoist for operating barrage gates consists

of steel columns and beams with cross beams, ties, bracings, stiffeners, hand railing, ladder,

chequered plate covering, anchorages etc., with all accessories.

The size of the steel hoist bridge depends on the size of the gate and hoist capacity required to

operate the gate. Generally the hoist capacity will be 1.5 times the weight of the gate and the

weight of hoist bridge will be about 400 kg per metre height of column or per metre span of beam.

Consider vertical lift roller gate for 13.72 m x 8.26 m opening for analysis.



in `:

101

RateQuantityDescription



= 0.0335 ( L 2 x H x h )

0.716


= 0.0335 x( 14.7 x 14.7 x 8.6 x 8.26 ) 0.716

: 33.289

Consider hoist capacity including 25 % reserve @ 1.5 times the weight of gate :

( 1.5 x 33.289 ) : 49.9335

Round off the hoist capacity to next 10 tonne : 50 tonnes

Consider 15 m span and 10 m over all height ( 9 m columns and 1 m beams ) for bridge.

Assessment of weight of structural steel for bridge:

Columns with bracings, anchors, stiffeners etc @ 400 kg / m for 9 m ht : : 3600.00 kg

Beams with cross beams, stiffeners etc @ 400 kg / m for 15 m span : : 6000.00 kg

Total : 9600.00 kg

Other accessories such as railing, chequered plate, ladder etc @ 10 % : 960.00 kg

Total : 10560.00 kg


actual weight as per fabrication drawings of hoist bridge structure for vertical lift barrage gate of

same size provided for one of the barrage.

Actual weight of hoist supporting bridge as per data in Item : 21 of Annexure-2 : 10239.00 kg


Consider details of Material / Gas cutting / Welding based on fabrication drawings of hoist

bridge structure for vertical lift barrage gate provided for one of the barrage for rate analysis

( for details refer Item : 21 of Annexure-2 ).

1. Requirement of materials:


Angles / beams / channels with 2.5 % wastage ( 4453 x 1.025 ) : 4564 kg


Chequered plate with 2.5 % wastage ( 133 x 1.025 ) : 136 kg

b. MS pipes 32 mm dia ( 30.86 x 1.025 ) : 32 Rm

MS pipes 25 mm dia ( 61.72 x 1.025 ) : 64 Rm

c. Bolt / Nut / Washer

MS bolt / Nut / Washers with 2.5 % wastage ( 18 x 1.025 ) : 18.5 kg

d. Welding electrodes ( General purpose / Low hydrogen ) :






2. Cutting :



Total : 319 Rm








102




3. Welding :



( 520 / 15 ) x 8 / 2 : 139 hours


( 4684 / 15 ) x 8 / 6 : 416 hours

Total : 553 hours



( 139 x 0.25 + 416 x 0.75 ) : 347 hours


Painting area for hoist bridge @ 20 sqm per tonne ( 10.239 x 20 ) : 205 sqm

2 coats of zinc chromate red oxide primer .











For drilling holes in plates 8 hours use of drilling machine considered.

For grinding and finishing weld joints in liner plates 8 hours use of grinding machine considered.



Painter Cl-II




For erection of columns & bracings 2 4 --- 16

For erection of beams / cross beams 4 8 --- 16

For erection of railing / covering etc 1 2 --- 4



Finishing / Cleaning 1 1 --- 1

Total : 31 50 70 234





Gas cutter /

Welder

Erector /

Marker /

103

Fabricator /














A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 5567.00 51.14 284668.55


2 MS pipe 32 mm dia Rm 32.00 190.00 6080.00

MS pipe 25 mm dia Rm 64.00 142.50 9120.00

3 Bolt / Nut / Washers kg 18.50 90.00 1665.00

4 Oxygen gas cum 222.00 70.00 15540.00





9 Synthetic enamel paint ( 1st quality ) ltr 51.00 232.00 11832.00


11 Wire brush Nos 5.00 50.00 250.00



14 Sundries LS 20.00 44.00 880.00

Total `: 697511.56





B. MACHINERY:

Sl No Unit Amount

in `:







Contd

104

Description RateQuantity

in `:

in `:

RatePerticulars Quantity



Sl No Unit Amount

in `:

Contd



5 Drilling machine Hour 8.00 20.00 160.00




7 Sundries LS 20.00 44.00 880.00

Total `: 54052.00





C. LABOUR:

Sl No Unit Amount

in `:




4 Foreman Day 31.00 276.73 8578.63


6 Gas cutter Day 18.00 254.73 4585.14




10 Painter Cl - II Day 51.00 239.73 12226.23

11 Electrician Day 5.00 241.23 1206.15

Total `: 99513.20







ABSTRACT:




TOTAL `: 1015408.51






Description

105

in `:

Quantity

Rate

Rate

in `:

Quantity

Description




Total `: 1122590.53






Rate per tonne `:`:`:`: 110592.74



ITEM: Design, fabrication, supply, erection, testing and commissioning of adequate capacity rope

drum hoist consisting of hoist platform, rope drum, pulleys, gear system, electri c motor,

electro-magnetic brake system, manual operation assembly, position indicator, control panel,

wire rope etc., with all accessories for operating vertical lift roller gates for barrage

including cost of all materials, machinery, labour, cutting, bending, aligning, anchoring, welding,

finishing, cleaning, greasing, applying two coats of zinc chromate red oxide primer and three

coats of approved synthetic enamel paint etc., complete with lead upto 1 km and all lifts for



DATA:Rope drum hoist for vertical lift barrage gate consists of hoist supporting frames, pulley

supports, pulleys, drive stool, rope drums, shafts, couplings, gears and pinions, plummer

blocks, gear box, electric motor, hand operation assembly, brake, wire rope, gate position

indicator, switch box etc. with related accessories.

Consider rope drum hoist for operating barrage gate for clear opening of 13.72 m x 8.26 m.



Generally the capacity of hoist required for barrage gate will be 1.5 times the weight of gate.

Weight of hoist with all accessories is assumed at 0.1 tonne per tonne capacity of hoist as the

hoist is supported on steel bridge and no anchorages and base frames are required.

Weight of gate leaf in tonnes based on empirical formula :

= 0.0335 ( L 2 x H x h )

0.716


= 0.0335 ( 14.7 x 14.7 x 8.6 x 8.26 ) 0.716

: 33.289

Consider capacity of hoist including 25 % reserve capacity at 1.5 times the weight of gate :

( 1.50 x 33.289 ) : 49.933 tonnes

Round off the capacity of hoist to next 10 tonne : 50.00 tonne

Consider Weight of hoist with all accessories @ 0.1 t / tonne capacity of hoist :

( 50 x 0.10 ) : 5.00 tonnes



vertical lift barrage gate rope drum hoist of same capacity provided for one of the barrage.

Actual capacity of rope drum hoist as per data sheet : 50.000 tonnes

Actual wt of barrage gate rope drum hoist as per data in Item :22 of Annexure-2 : 5.069 tonnes


Consider details of Material / Gas cutting / Welding based on fabrication drawings of rope drum

hoist for vertical lift barrage gate provided for one of the barrage for rate analysis ( for details

106





Angles / beams / channels / bars with 2.5 % wastage ( 410x1.025 ) : 420.00 kg




Pinions : 98.00 kg



c. Alloy steel steel components conforming to IS : 1570 :

Shafts / Keys : 350.00 kg

Pins : 96.00 kg





f. Steel wire rope conforming ti IS 2266 :

28 mm dia 6 / 37 construction 1 No 120 Rm @ 2.71 kg / m : 435.00 kg



Worm reducer ( size 800 ) : 1 No









for stitch weld GP electrodes @ 10 % of total ( 608 x 0.10 ) : 61 Nos


2. Cutting :



Total : 41 Rm










3. Welding :


107



( 61 / 15 ) x 8 / 2 : 16 hours


( 547 / 15 ) x 8 / 6 : 49 hours

Total : 65 hours



( 16 x 0.25 + 49 x 0.75 ) : 41 hours


Painting area for hoist at 20 sqm / tonne of str steel ( 0.645 x 20 ) : 13 sqm




Quantity of synthetic enamel paint for 13 sqm @ 12 sqm / ltr /coat : 3.5 ltr






For lifting and placing in position hoist drums, worm reducers, gears, floating shafts etc use of

25 t mobile crane for 56 hours with energy charges for 28 hours considered.

For handling of parts during fabrication and transportation use of 8 t mobile crane for 40 hours

with energy charges for 20 hours considered.





Painter Cl-II

Cutting sections/ drilling holes 21 hours 1 3 3 6



Erection of hoist frame 2 2 --- 8

Erection of drums / gears / shafts 4 8 --- 16

Erection of pulleys / plummer blocks 2 4 --- 8




Checking and running without rope 1 2 --- 4




Trial running by lowering / lifting gate 1 2 --- 4

Final checking / Finishing / cleaning 1 1 --- 2

Total : 20 35 9 83



108

Gas cutter /

WelderFabricator /

Marker /

Erector /

















Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 225.00 51.14 11505.38



Pinions kg 98.00 210.00 20580.00

Pulleys 3 Nos / Couplings 2 Nos kg 650.00 175.00 113750.00



Shafts / Keys kg 350.00 260.00 91000.00

Pins kg 96.00 315.00 30240.00





7 Worm reducers No. 1.00 176000.00

8 Electric motor 12.5 hp No. 1.00 88000.00 88000.00





13 Oxygen gas cum 30.00 70.00 2100.00







20 Grease kg 50.00 288.00 14400.00

21 Wire brush Nos 2.00 50.00 100.00


Contd

Perticulars

109

176000.00

RateQuantity

in `:



Sl No Unit Amount

in `:

Contd


24 Sundries LS 1000.00 44.00 44000.00

Total `: 1204342.58





B. MACHINERY:

Sl No Unit Amount

in `:













7 Sundries LS 600.00 44.00 26400.00

Total `: 350383.00





C. LABOUR:

Sl No Unit Amount

in `:





5 Foreman Day 20.00 276.73 5534.60


7 Gas cutter Day 3.00 254.73 764.19


9 Khalasi Day 90.00 241.23 21710.70



Contd

Quantity

Quantity

RatePerticulars

110

Description

Description

Quantity

Rate

in `:

Rate

in `:

in `:



Sl No Unit Amount

in `:

Contd

12 Painter Cl - II Day 3.00 239.73 719.19

13 Electrician Day 3.00 241.23 723.69

Total `: 73218.70







ABSTRACT:




TOTAL `: 1885034.67








Total `: 2090501.13












beam, wall plates, seal seats, first stage anchors, anchor girders, anchor bars,trunnion supports

etc., with all accessories for outflow regulating automatic gates for barrage / escape

including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing,

cleaning,applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar

epoxy paint etc., complete as per specifications and approved drawings with lead upto 1 km

and all lifts for structural steel components and all leads and lifts including packing /

forwarding charges for other materials.

DATA:Embedded parts for automatic outflow regulating gate consist of sill beam / wall plates / anchor /

girders / anchor bars trunnion supports etc., with all accessories. The weight of embedded parts

111

in `:



for automatic gate will be about 35 to 40 percent of weight of gate leaf with fulcrum assembly.

Consider embedded parts for automatic outflow regulating gate for barrage opening of size

8.0 m x 3.5 m.

Size of gate : 8.00 m x 3.50 m Head of water : 3.50 m

Weight of automatic outflow regulating gate with fulcrum assembly in tonne for the opening

based on empirical formula = 0.1325 x ( L 2 x H x h )

0.673

Consider Weight of embedded parts in tonne @ av. 55 % of weight of gate :

= 0.375 x 0.1325 x ( L 2 x H x h )

0.673


= 0.049 x ( 8 x 8 x 3.5 x 3.3 ) 0.673

: 4.177


actual weight as per fabrication drawings of embedded parts for barrage outflow regulating radial

gate of same size furnished by the designer.

Actual weight of embedded parts : : 3.910 tonnes



parts for automatic outflow regulating gate as provided by the designer. ( for details refer



a. Structural steel conforming ti IS : 2062 :

Total weight of structural steel excluding wastage : 3800 kg

Weight of Angles / Channels / Beams @ 20 % : 760 kg

Weight of Plates / Flats @ 80 % : 3040 kg

Angles / beams / channels / bars with 2.5 % wastage ( 760x1.025 ) : 779 kg



Stainless steel plates / flats AISI 410 ( 49 x 1.025 ) say: 50.00 kg

Stainless steel plates / flats AISI 304L ( 62 x 1.025 ) say: 64.00 kg














2. Cutting :

Length of cutting assuming cutting for 2 sides as per data sheet : 168.00 Rm

Add for variations ( cutting more than 2 sides / odd shape etc ) at 10 % : 17.00 Rm

Total : 185.00 Rm

For cutting structural steel sections to required sizes plate shearing machine and gas cutting is

assumed.


112




Time for cutting by shearing machine @ ( av ) 10 m cutting / hour : 3 hours







3. Welding :


( 15 + 104 ) x 8 / 15 / 2 : 32 hours


( 932 + 132 ) x 8 / 15 / 6 : 95 hours

Total : 127 hours



( 32 x 0.25 + 95 x 0.75 ) : 80 hours


For surface finishing of SS plates for seal tracks planing machine is considered.

















For finishing weld joints / edges 12 hours use of grinding machine considered.





Painter Cl-II





Erection of Anchor girders / anchor bars 2 4 --- 12

Contd

Welder


Erector /

113

Fabricator /


7. Requirement of work force ( Contd ):


Painter Cl-II

Contd


Erection of Sill beam / Wall plates 2 4 --- 12


Painting ( 5 x 40 ) sqm @ 15 sqm / day 2 --- --- 15

Finishing / Checking 1 2 --- 2

Total : 22 30 20 112


















A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 3116.00 51.14 159336.66

2 Stainless steel plates / flats AISI 410 kg 50.00 180.00 9000.00

Stainless steel plates / flats AISI 304L kg 64.00 360.00 23040.00


4 Oxygen gas cum 105.00 70.00 7350.00








12 Wire brush Nos 3.00 50.00 150.00

Contd

in `:

Rate

Gas cutter /

114

Quantity

Erector /

Perticulars

Marker /

Fabricator / Welder



Sl No Unit Amount

in `:

Contd



15 Sundries LS 70.00 44.00 3080.00

Total `: 345229.36





B. MACHINERY:

Sl No Unit Amount

in `:

















9 Sundries LS 70.00 44.00 3080.00

Total `: 62726.00





C. LABOUR:

Sl No Unit Amount

in `:


2 Crew for plate shearing machine Hour 3.00 76.00 228.00




6 Foreman Day 22.00 276.73 6088.06


Contd

Description Rate

in `:

Description

Quantity Rate

in `:

Quantity Rate

Quantity

115

Perticulars

in `:



Sl No Unit Amount

in `:

Contd

8 Gas cutter Day 8.00 254.73 2037.84


10 Welder ( X - ray ) Day 2.00 280.20 560.41



13 Painter Cl - II Day 13.00 239.73 3116.49

14 Electrician Day 2.00 241.23 482.46

Total `: 66913.73







ABSTRACT:




TOTAL `: 568228.96




Add for patent royalty charges @ 4.40% `: 25002.07





Total `: 656444.07






Rate per tonne `:`:`:`: 169427.21



ITEM: Design, fabrication, supply, erection, testing and commissioning of automatic outflow

regulating gate and fulcrum assembly consisting of skin plate, stiffeners, horizontal girders,

trunnion assemblies, gate bracket, base plate, rolling surface assembly, link brackets, link

assembly, rubber seals, seal clamps etc., with all accessories for barrage including cost of all

materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying

one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal

fixing etc., complete as per specifications and approved drawings with lead upto 1 km and

in `:


116


all lifts for structural steel components and all leads and lifts including packing /


DATA:Automatic outflow regulating gate and fulcrum assembly consisting of skin plate, stiffeners,

horizontal girders, trunnion assemblies, gate bracket, base plate, rolling surface assembly, link ,

brackets, link assembly rubber seals, seal clamps etc., with all accessories.

Consider automatic outflow regulating gate for barrage opening of size 8 m x 3.5 m for analysis.


Weight of automatic gate leaf in tonnes based on empirical formula :

= 0.1325 x ( L 2 x H x h )

0.673


= 0.1325 x ( 8 x 8 x 3.5 x 3.3 ) 0.673

: 11.295


actual weight as per fabrication drawings of automatic outflow regulating gate of same size

furnished by the designer for one of the gate.

Actual weight of radial gate leaf as per data in Item :24 of Annexure-2 : : 11.270 tonnes


Consider details of Material / Gas cutting / Welding based on fabrication drawings of canal

regulator radial gate provided for one of the canal regulator for rate analysis ( for details refer





Plates / flats with 2.5 % wastage ( 7561x1.025 ) : 7750 kg


Pins / Axles : 74 kg

Stainless plate / flats AISI 410 ( 49x1.025 ) : 50 kg

c. Cast steel components :


d. Alluminium / Bronze alloy components :

Trunnion / Guide roller bush : 33 kg


Stainless steel bolts /nuts /washers with 2.5 % wastage ( 31 x 1.025 ) : 32 kg

MS bolts / nuts / washers with 2.5 % wastage ( 23.5x1.025 ) : 24 kg

f. Rubber seal :

Bottom seal ( flat type ) ( 8 x 1.025 ) : 8.5 Rm

Side seals ( Z - type ) (2 x 4 x 1.025 ) : 8.5 Rm

g. Welding electrodes ( Ordinary / Low hydrogen ) :




for stitch weld GP electrodes @t 10 % of total (6738 x 0.10 ) : 674 Nos

for run welding LH electrodes @ 90 % of total (6738 x 0.90 ) : 6064 Nos

h. Welding electrodes ( Stainless steel ) :

SS electrodes as per data sheet ( Item:24 Annexure-2 ) : 150 Nos


Total requirement of SS electrodes : 165 Nos

for stitch weld SS electrodes @t 10 % of total (165 x 0.10 ) : 15 Nos

for run welding SS electrodes @ 90 % of total (165 x 0.90 ) : 160 Nos

117


2. Cutting :

Total length of cutting assuming cutting for 2 sides : 195 Rm


Total : 215 Rm

For cutting structural steel sections to required sizes use of plate shearing machine and gas

cutting is assumed.

Length of steel to be cut by using plate shearing machine 40 m



Time for cutting by plate shearing machine at ( av ) 10 m cutting / hour : 4 hours







4. Welding :



( 674 + 15 ) x 8 / ( 15 x 2 ) : 184 hours


( 6064 + 160 ) x 8 / ( 15 x 6 ) : 553 hours

Total : 737 hours



( 184 x 0.25 + 553 x 0.75 ) : 461 hours


For surface finishing of SS plates planing machine is considered.






Painting area for gate at 20 sqm / tonne ( 11.27 x 20 ) : 225 sqm











considered.


machine considered.


stationery derric crane 50 hours considered.

118




Painter Cl-II



Erection of trunnions/H -girders /stiffeners 4 4 --- 8

Fabricating and stitch welding 184 hours 11 23 --- 46


Erection of links / other accessories 2 4 --- 8

Erection of fulcrum assembly 2 4 --- 8





Total : 29 44 78 243

















A. MATERIALS:

Sl No Unit Amount

in `:



Plates / flats kg 7750.00 51.14 396296.25


Hub / Rollers kg 443.00 175.00 77525.00



Pins / Axles kg 74.00 315.00 23310.00


Bearings / Bush kg 33.00 945.00 31185.00

Contd

Gas cutter /

Erector /

in `:

RatePerticulars

Marker /

Fabricator /

119

Quantity

Welder



Sl No Unit Amount

in `:

Contd


Stainless steel bolts / nuts / washers kg 32.00 200.00 6400.00


6 Rubber seals :

Bottom seal Rm 8.50 215.00 1827.50

Side seals ( Z - type ) Rm 8.50 410.00 3485.00

8 Oxygen gas cum 126.00 70.00 8820.00








16 Wire brush Nos 5.00 50.00 250.00



19 Sundries LS 100.00 44.00 4400.00

Total `: 920927.62





B. MACHINERY:

Sl No Unit Amount

in `:









7 Mobile crane ( revolving ) 8 t Hour 16.00 411.00 6576.00








11 Sundries LS 100.00 44.00 4400.00

Total `: 77090.00

Contd

Quantity

in `:

Description

in `:

Perticulars

Rate

RateQuantity

120



Sl No Unit Amount

in `:

Contd





C. LABOUR:

Sl No Unit Amount

in `:



3 Crew for planing machine Hour 8.00 122.00 976.00



6 Foreman Day 29.00 276.73 8025.17


8 Gas cutter Day 9.00 254.73 2292.57


10 Welder ( X - ray ) Day 7.00 280.20 1961.42

11 Khalasi Day 34.00 241.23 8201.82



14 Painter Cl - II Day 60.00 239.73 14383.80

15 Electrician Day 3.00 241.23 723.69

Total `: 114412.44







ABSTRACT:




TOTAL `: 1322478.30




Add for Patent royalty charges @ 4.40% `: 58189.05





Total `: 1519367.53

in `:

RateQuantity

in `:

Rate

Perticulars

121








Rate per tonne `:`:`:`: 136204.99



ITEM: Design, fabrication, supply, erection, testing and commissioning of hoisting cum damping

system consisting of low level horizontal lever link, low level long actuating lever, high level

vertical lever link, high level short actuating lever, high level hoisting bracket, axle for lever

system, friction shoes, supporting box for shoes, track assembly, ratchet pawl, supporting

structure, bracket plate etc., with all accessories for outflow regulating automatic gate

including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing,

cleaning, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar

epoxy paint, etc., complete as per specifications and approved drawings with lead upto 1 km



DATA:Hoisting cum damping system for automatic outflow regulating gate consists of low level

horizontal lever link, low level long actuating lever, high level vertical lever link, high level short

actuating lever, high level hoisting bracket, axles for lever system, friction shoes, track assembly,

support box for shoes, ratchet pawl, support structure, bracket plate etc.

Consider hoisting cum damping system for automatic outflow regulating gate of size 8 x 3.50 m

for analysis.

Weight of the hoisting cum damping system will be about 50 to 55 percent of the weight of the

automatic outflow regulating gate.

Consider automatic outflow regulating gate for barrage opening of size 8 m x 3.5 m for analysis.


Weight of automatic gate leaf in tonnes based on empirical formula :

= 0.1325 x ( L 2 x H x h )

0.673


= 0.1325 x ( 8 x 8 x 3.5 x 3.3 ) 0.673

: 11.295

Weight of hoisting cum damping system = 0.525 x 11.295 : 5.93 tonnes


actual weight as per fabrication drawings.



Consider details of Material / Gas cutting / Welding based on fabrication drawings of hoistingl

cum damping system as furnished by the designer for one of the automatic outflow regulating

gate of size 8.0 x 3.5 m for rate analysis ( for details referItem : 25 of Annexure-2 ).




Plates / flats with 2.5 % wastage ( 3622x1.025 ) : 3712 kg


Stainless steel plates / flats : 435 kg

Axles / Pins : 59 kg

122



Wheels / Hubs / Rollers : 76 kg


Bearings / Bush : 118 kg

Pipe 50 NB : 28 kg


Stainless steel bolts /nuts /washers with 2.5 % wastage ( 15.5 x 1.025 ) : 16 kg

MS bolts / nuts / washers with 2.5 % wastage ( 14.5x1.025 ) : 15 kg

f. Disc springs : 64 Nos

h. Welding electrodes ( Ordinary / Low hydrogen ) :




for stitch weld GP electrodes @t 10 % of total (3202 x 0.10 ) : 320 Nos

for run welding LH electrodes @ 90 % of total (3202 x 0.90 ) : 2882 Nos

i. Welding electrodes ( Stainless steel ) :

SS electrodes as per data sheet ( Item:25 Annexure-2 ) : 324 Nos


Total requirement of SS electrodes : 356 Nos

for stitch weld SS electrodes @t 10 % of total (356 x 0.10 ) : 36 Nos

for run welding SS electrodes @ 90 % of total (356 x 0.90 ) : 320 Nos

2. Cutting :



Total : 136 Rm

For cutting structural steel sections to required sizes plate shearing machine and gas cutting

by manually and by pug cutting machine is assumed.











4. Welding :

Length of welding :


( 320 + 36 ) x 8 / 15 / 2 : 95 hours


( 2882 + 320 ) x 8 / 15 / 6 : 285 hours

Total : 380 hours



( 95 x 0.25 + 285 x 0.75 ) : 238 hours




123











considered.


machine considered.





Painter Cl-II


Drilling holes for bolt fixing 1 2 --- 2



Erection of low level lever links 2 2 --- 4

Erection of high level lever links 2 2 --- 4

Erection of support structure 1 2 --- 4

Erection of hoist bracket 1 2 --- 4





Total : 15 27 43 124
















124

Erector /

WelderFabricator /




A. MATERIALS:

Sl No Unit Amount

in `:



Plates / flats kg 3712.00 51.14 189813.12





Axles / Pins kg 59.00 315.00 18585.00


Bearings / Bush kg 118.00 945.00 111510.00

Pipe 50 NB kg 28.00 945.00 26460.00


Stainless steel bolts / nuts / washers kg 16.00 200.00 3200.00


6 Disc spring Nos 64.00 572.00 36608.00

7 Oxygen gas cum 81.00 70.00 5670.00








15 Wire brush Nos 2.00 50.00 100.00



18 Sundries LS 100.00 44.00 4400.00

Total `: 678616.32





B. MACHINERY :

Sl No Unit Amount

in `:









Contd

125

Quantity

in `:


Perticulars

in `:

Rate

Rate



Sl No Unit Amount

in `:

Contd

5 Mobile crane ( pick & carry ) 8 t Hour 16.00 411.00 6576.00








9 Sundries LS 75.00 44.00 3300.00

Total `: 51909.00





C. LABOUR:

Sl No Unit Amount

in `:



3 Crew for planing machine Hour 4.00 122.00 488.00



6 Foreman Day 15.00 276.73 4150.95


8 Gas cutter Day 7.00 254.73 1783.11


10 Welder ( X - ray ) Day 3.00 280.20 840.61

11 Khalasi Day 18.00 241.23 4342.14



14 Painter Cl - II Day 28.00 239.73 6712.44

15 Electrician Day 2.00 241.23 482.46

Total `: 62369.59







ABSTRACT:




TOTAL `: 936776.57

in `:

RateQuantity

126

Description

in `:

Quantity

Description

Rate





Add for Patent royalty charges @ 4.40% `: 41218.17





Total `: 1074359.11






Rate per tonne `:`:`:`: 187454.54




beam, wall plates, first stage anchors, anchor girders, anchor bars, trunnion supports,wire rope/

pulley supports etc., with all accessories for canal regulator radial gates including cost


applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy

paint etc., complete as per specifications and approved drawings with lead upto 1 km


forwarding charges for othermaterials.

DATA:Embedded parts for radial gate consist of sill beam / wall plates / anchor girders / anchor bars /

trunnion supports etc., with all accessories. The weight of embedded parts for small radial gate

will be generally at about 50 to 60 percent of weight of radial gate leaf.

Consider embedded parts for radial gate for canal cross regulator opening of size 3 m x 3.7 m.

Size of radial gate : 3.00 m x 3.90 m Head of water : 3.70 m

Weight of radial gate in tonne for canal regulator opening based on empirical formula :

= 0.1690 x ( L 2 x H x h )

0.673

Consider Weight of embedded parts in tonne @ av. 55 % of weight of gate :

= 0.55 x 0.1690 x ( L 2 x H x h )

0.673


= 0.0929 x ( 3 x 3 x 3.9 x 3.7 ) 0.673

: 2.457


actual weight as per fabrication drawings of embedded parts for canal regulator radial gate of

same size provided for one of the canal regulator.

Actual weight of embedded parts as per data in Item :26 of Annexure-2 : : 2.404 tonnes



parts for canal regulator radial gate provided for one of the canal regulator for rate analysis ( for



a. Structural steel conforming ti IS : 2062 :


127


















2. Cutting :

Length of cutting assuming cutting for 2 sides as per data sheet : 97.00 Rm

Add for variations ( cutting more than 2 sides / odd shape etc ) at 10 % : 10.00 Rm

Total : 107.00 Rm










3. Welding :



( 140 + 20 ) x 8 / 15 / 2 : 43 hours


( 1259 + 175 ) x 8 / 15 / 6 : 127 hours

Total : 170 hours



( 43 x 0.25 + 127 x 0.75 ) : 106 hours












128










For handling of parts during fabrication and erection use of mobile crane for 2 hours and




Painter Cl-II





Erection of Anchor girders / anchor bars 2 4 --- 8

Erection of first stage anchors --- 2 --- 2

Erection of Sill beam / Wall plates 1 2 --- 2



Finishing / Checking 1 1 --- 1

Total : 10 21 22 58


















A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 1512.00 51.14 77316.12

Contd

Marker /

in `:

Quantity

Erector /

Rate

Gas cutter /

Welder

129

Fabricator /

Perticulars



Sl No Unit Amount

in `:

Contd

2 Stainless steel plates / flats kg 53.00 180.00 9540.00


4 Oxygen gas cum 75.00 70.00 5250.00








12 Wire brush Nos 2.00 50.00 100.00



15 Sundries LS 15.00 44.00 660.00

Total `: 190067.94





B. MACHINERY:

Sl No Unit Amount

in `:















8 Sundries LS 12.00 44.00 528.00

Total `: 22106.00





in `:

Quantity

Rate

Rate

130

in `:

Perticulars



C. LABOUR:

Sl No Unit Amount

in `:





5 Foreman Day 10.00 276.73 2767.30


7 Gas cutter Day 6.00 254.73 1528.38


9 Welder ( X - ray ) Day 2.00 280.20 560.41



12 Painter Cl - II Day 4.00 239.73 958.92

13 Electrician Day 1.00 241.23 241.23

Total `: 34113.21







ABSTRACT:




TOTAL `: 295137.45








Total `: 327199.14






Rate per tonne `:`:`:`: 137416.49



ITEM: Design, fabrication, supply, erection, testing and commissioning of radial gate consisting

of skin plate, stiffeners, horizontal girders, sector arms, trunnion assemblies, tie beam, pulley

supports, bracings, rubber seals, seal clamps etc., with all accessories for canal regulator

in `:


131


including cost of all materials, machinery, labour, cutting, bending, aligning, anchoring, welding,

finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats of cold applied

coal tar epoxy paint, seal fixing etc., complete as per specifications and approved drawings



DATA:Regulator radial gate consists of trunnions / sector arms / horizontal girders / Tee- supports /

skin plate / tie beam / bracings for horizontal girders and sector arms / pulley blocks / seals

with all accessories.

Sector arms are connected to trunions by bolts and nuts.

Horizontal girders generally spaced at about 3 m apart are joined to sector arms by welding and

are stiffened by vertical and diagonal stiffeners to form the main frame. Tee- sections are welded

to horizontal girders to make the frame regid and to support the skin plate. Skin plate is welded

to Tee-supports generally spaced vertically at about 40 cm apart.

Consider radial gate for canal cross regulator opening of size 3 m x 3.7 m for analysis.


Weight of regulator radial gate leaf in tonnes based on empirical formula :

= 0.1690 x ( L 2 x H x h )

0.673


= 0.1690 x ( 3 x 3 x 3.9 x 3.7 ) 0.673

: 4.470


actual weight as per fabrication drawings of canal regulator radial gate of same size provided

for one of the canal regulator.




regulator radial gate provided for one of the canal regulator for rate analysis ( for details refer







Pins : 41 kg




Trunnion / Guide roller bush : 19 kg


GI bolts / nuts / washers with 2.5 % wastage ( 16 x 1.025 ) : 16.5 kg


f. Zinc at 20 kg / trunnion ( 2 x 20 ) : 40 kg

g. Rubber seal :

Bottom seal ( flat type ) ( 3 x 1.025 ) : 3.1 Rm

Side seals ( Z - type ) ( 10 x 1.025 ) : 10.2 Rm

h. Welding electrodes ( Ordinary / Low hydrogen ) :





132



2. Cutting :



Total : 119 Rm










3. Bending machine:

For 1.5 m wide plates, length of plate for bending ( 3 x 5 / 1.5 ) : 10.00 m

Length of Tee sections : 30.00 m

Length of side seal cover angles ( 5 x 2 ) : 10.00 m

Total : 50.00 m

Assuming 3 m bending / hour, time for bending 50 m ( 50 / 3 ) : 17 hours

With 50 minutes / hour working deploy bending machine for : 20 hours

4. Welding :



( 215 / 12 ) x 8 / 2 : 72 hours


( 1935 / 12 ) x 8 / 6 : 215 hours

Total : 287 hours



( 72 x 0.25 + 215 x 0.75 ) : 179 hours













considered.


machine considered.


stationery derric crane 20 hours considered.

133




Painter Cl-II


Bending sections 20 hours 1 2 --- 4




Erection of trunnion and tie beam 1 2 --- 4

Erection of H -girders / Sector arms 1 2 --- 4

Erection of vertical stiffeners 1 2 --- 4

Erection of skin plates 1 2 --- 4

Erection of bracings / Zinc filling 1 2 --- 4





Total : 20 34 35 126

















A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 2093.00 51.14 107025.56




Trunnion pins kg 41.00 315.00 12915.00


Bush for Trunnion / Guide roller kg 19.00 945.00 17955.00

Contd

134

Erector /

in `:



Rate

Fabricator / Welder



Sl No Unit Amount

in `:

Contd




6 Zinc for trunnion seating kg 40.00 210.00 8400.00

7 Rubber seals

Bottom seal Rm 3.10 215.00 666.50

Side seals ( Z type ) Rm 10.20 410.00 4182.00

8 Oxygen gas cum 90.00 70.00 6300.00







15 Wire brush Nos 2.00 50.00 100.00



18 Sundries LS 10.00 44.00 440.00

Total `: 366139.28





B. MACHINERY:

Sl No Unit Amount

in `:





3 Bending machine Hour 20.00 43.00 860.00










8 Sundries LS 10.00 44.00 440.00

Total `: 35146.00





Rate

135

in `:

Quantity

in `:

RateDescription

Perticulars

Quantity


C. LABOUR:

Sl No Unit Amount

in `:


2 Crew for Bending machine Hour 20.00 76.00 1520.00



5 Foreman Day 20.00 276.73 5534.60


7 Gas cutter Day 8.00 254.73 2037.84


9 Welder ( X - ray ) Day 3.00 280.20 840.61



12 Painter Cl - II Day 24.00 239.73 5753.52

13 Electrician Day 2.00 241.23 482.46

Total `: 58983.83







ABSTRACT:




TOTAL `: 550500.02








Total `: 609469.62






Rate per tonne `:`:`:`: 138237.93



ITEM: Design, fabrication, supply, erection, testing and commissioning of adequate capacity

electrically operated rope drum hoist consisting of hoist platform, rope drums, connecting

shaft, gear system, electric motor, electro- magnetic brake system, control panel, pulleys, wire

136


in `:


rope, manual operating system, railing, ladder etc., with all accessories for operating canal

regulator radial gate including cost of all materials, machinery, labour, cutting, aligning,

anchoring, welding, finishing, cleaning, greasing, applying two coats of zinc chromate red

oxide primer and three coats of approved synthetic ename paint etc., complete with lead upto

1 km and all lifts for structural steel components and all leads and lifts including


DATA:Rope drum hoist for radial gate consists of embedded parts for anchorage, hoist supporting


gears and pinions, plummer blocks, worm reducer, floating shaft, electric motor, hand operation

assembly, brake, wire rope, gate position indicator, switch box etc. with related accessories.

Generally the capacity of rope drum hoist for small radial gate will be about 2 times the weight

of radial gate and the weight of hoist with all accessories is assumed at 0.30 tonne per tonne

capacity of the rope drum hoist.

Consider rope drum hoist for radial gate for canal regulator opening of size 3 m x 3.7 m.


Weight of regulator radial gate leaf in tonne based on empirical formula :

= 0.1690 x ( L 2 x H x h )

0.673


= 0.1690 x ( 3 x 3 x 3.9 x 3.7 ) 0.673

: 4.470

Consider Capacity of hoist with 25% reserve capacity at 2 times the weight of gate :

( 2 x 4.470 ) : 8.940 tonnes

Round off the capacity of hoist to next 5 tonne : 10 tonnes

Consider weight of hoist @ 0.3 tonne per tonne capacity of hoist :

( 0.30 x 10 ) : 3.000 tonnes



canal regulator radial gate rope drum hoist of same capacity provided for one of the canal work.

Actual capacity of hoist as per data in Item : 28 of Annexure-2 : 10 tonnes

Actual weight of gate rope drum hoist as per data in Item :28 of Annexure-2 : 3.002 tonnes


Consider details of Material / Gas cutting / Welding based on fabrication drawings of rope

drum hoist for canal regulator radial gate provided for one of the canal work for rate analysis

( for details refer Item : 28 of Annexure-2 ).





Chequered plate ( 190 x 1.025 ) : 195 kg


Rope drums 2 Nos / Gears : 384 kg

Pinions : 14 kg

Pulleys 6 Nos : 108 kg

Plummer blocks / Hubs : 47 kg


Shafts : 75 kg

Pins : 24 kg



137



MS Bolts / Nuts / Washers with 2.5 % wastage ( 66 x 1.025 ) : 68 kg





Worm reducers : 1 No.




MS pipe 32 mm dia : 10.5 Rm








2. Cutting :



Total : 95 Rm


Length of steel to be cut by using gas manually : 78 Rm

Length of steel to be cut by gas using pug cutting machine : 17 Rm







3. Welding :



( 91 / 15 ) x 8 / 2 : 24 hours


( 816 / 15 ) x 8 / 6 : 73 hours

Total : 97 hours



( 24 x 0.25 + 73 x 0.75 ) : 61 hours


Painting area at 20 sqm / t of str steel ( 1.96 x 20 ) : 39 sqm








138










Painter Cl-II









Erection of other accessories / cabling 1 1 --- 2


Cleaning surface 39 sqm @ 15 sqm / day --- --- --- 3





Total : 12 20 16 60


















Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 544.00 51.14 27817.44

Contd

Erector /

Perticulars Rate

Welder

Gas cutter /

Quantity

Marker /

139

in `:

Fabricator /


A. MATERIALS ( Contd ) : 10.00 t capacity

Sl No Unit Amount

in `:

Contd


32 mm dia MS pipe Rm 10.50 190.00 1995.00



Pinions kg 14.00 210.00 2940.00

Pulleys 6 Nos kg 108.00 175.00 18900.00



Shafts kg 75.00 260.00 19500.00

Pins kg 24.00 315.00 7560.00



5 Wire rope 12 mm dia 6 / 36 construction kg 42.00 160.00 6720.00


7 Worm reducers No. 1.00 66000.00 66000.00




11 Wire rope sockets No 2.00 1100.00 2200.00

12 Electric cable/ switch/ control panel etc LS 1.00 8800.00 8800.00

13 Oxygen gas cum 81.00 70.00 5670.00







20 Grease kg 10.00 288.00 2880.00

21 Wire brush Nos 1.00 50.00 50.00



24 Sundries LS 70.00 44.00 3080.00

Total `: 423569.18





B. MACHINERY:

Sl No Unit Amount

in `:





Contd

in `:

140

Rate

Rate

in `:

Quantity

Quantity

Description

Perticulars



Sl No Unit Amount

in `:

Contd









7 Sundries LS 60.00 44.00 2640.00

Total `: 22993.00





C. LABOUR:

Sl No Unit Amount

in `:




4 Foreman Day 12.00 276.73 3320.76


6 Gas cutter Day 7.00 254.73 1783.11




10 Painter Cl - II Day 10.00 239.73 2397.30

11 Electrician Day 2.00 241.23 482.46

Total `: 30925.30







ABSTRACT:




TOTAL `: 562217.97





Quantity

Description Rate

in `:

in `:

Rate

141

Quantity

Description





Total `: 618884.48











ITEM: Design, fabrication, supply, erection, testing and commissioning of adequate capacity

manually operated rope drum hoist consisting of hoist platforms, rope drums, connecting

shaft, gear system, brake system, pulleys, wire rope, manual operation system, railing, ladder

etc., with all accessories for operating canal regulator radial gate including cost of all

materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, greasing,

applying two coats of zinc chromate red oxide primer and three coats of approved synthetic

enamel paint etc., complete as per specifications and approved drawings with lead upto

1 km and all liftsfor structural steel components and all leads and lifts including


DATA:Rope drum hoist for radial gate consists of embedded parts for anchorage, hoist supporting


gears and pinions, plummer blocks, worm reducer, floating shaft, hand operation assembly,

brake, wire rope, gate position indicator etc. with related accessories.

Generally the capacity of rope drum hoist for small radial gate will be about 2 times the weight

of radial gate and the weight of the hoist with all accessories is assumed at 0.30 tonne per

tonne capacity of the rope drum hoist.

Consider rope drum hoist for radial gate for canal regulator opening of size 3 m x 3.7 m.


Weight of regulator radial gate leaf in tonne based on empirical formula :

= 0.1690 x ( L 2 x H x h )

0.673


= 0.1690 x ( 3 x 3 x 3.9 x 3.7 ) 0.673

: 4.470

Consider Capacity of hoist with 25% reserve capacity at 2 times the weight of gate :

( 2 x 4.470 ) : 8.940 tonnes

Round off the capacity of hoist to next 5 tonne : 10 tonnes

Consider weight of hoist @ 0.3 tonne per tonne capacity of hoist :

( 0.30 x 10 ) : 3.000 tonnes

Less weight of drive unit ( electric motor / cover etc ) : 0.200 tonne

Weight of manually operated hoist : 2.800 tonnes



canal regulator radial gate rope drum hoist of same capacity provided for one of the canal work.

Actual capacity of hoist as per data In Item :29 of Annexure-2 : 10 tonnes

142


Actual weight of rope drum hoist as per data in Item : 29 of Annexure-2 : 2.804 tonnes


Consider details of Material / Gas cutting / Welding based on fabrication drawings of rope drum

hoist for canal regulator radial gate provided for one of the canal work for rate analysis ( for






Chequered plate ( 190 x 1.025 ) : 195 kg


Rope drums 2 Nos / Gears : 384 kg

Pinions : 14 kg

Pulleys 6 Nos : 108 kg

Plummer blocks / Hubs : 47 kg


Shafts : 75 kg

Pins : 24 kg




MS Bolts / Nuts / Washers with 2.5 % wastage ( 63 x 1.025 ) : 65 kg





Worm reducers : 1 No.









2. Cutting :



Total : 80 Rm


Length of steel to be cut by using gas manually : 60 Rm

Length of steel to be cut by gas using pug cutting machine : 20 Rm







143


3. Welding :



( 83 / 15 ) x 8 / 2 : 22 hours


( 747 / 15 ) x 8 / 6 : 66 hours

Total : 88 hours



( 22 x 0.25 + 66 x 0.75 ) : 55 hours


Painting area at 20 sqm / t of str steel ( 1.82 x 20 ) : 36 sqm
















Painter Cl-II








Erection of worm reducers / brake 1 2 --- 4








Total : 12 20 14 58





Gas cutter /

Erector /

Welder

Marker /

144

Fabricator /















Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 453.00 51.14 23164.16


32 mm dia MS pipe Rm 10.50 190.00 1995.00



Pinions kg 14.00 210.00 2940.00

Pulleys 6 Nos kg 108.00 175.00 18900.00



Shafts kg 75.00 260.00 19500.00

Pins kg 24.00 315.00 7560.00





7 Worm reducers No. 1.00 66000.00 66000.00


10 Brake No. 1.00 8800.00 8800.00

11 Wire rope sockets No 2.00 1100.00 2200.00

13 Oxygen gas cum 66.00 70.00 4620.00







20 Grease kg 10.00 288.00 2880.00

21 Wire brush Nos 1.00 50.00 50.00


Contd

145

Quantity Rate

in `:

Perticulars



Sl No Unit Amount

in `:

Contd


24 Sundries LS 100.00 44.00 4400.00

Total `: 386476.45





B. MACHINERY:

Sl No Unit Amount

in `:













7 Sundries LS 50.00 44.00 2200.00

Total `: 18707.00





C. LABOUR:

Sl No Unit Amount

in `:




4 Foreman Day 12.00 276.73 3320.76


6 Gas cutter Day 6.00 254.73 1528.38




10 Painter Cl - II Day 9.00 239.73 2157.57

11 Electrician Day 2.00 241.23 482.46

Total `: 28928.38

ContdContdContdContd

Quantity Rate

RateQuantity

in `:

146

Quantity

in `:

in `:

Rate

Description

Description

Perticulars



Sl No Unit Amount

in `:








ABSTRACT:




TOTAL `: 511641.84







Total `: 563138.27











ITEM: Design, fabrication, supply, erection and commissioning of embedded parts ( with top seal

seat ) consisting of sill beam, wheel tracks, seal seats, guide rails, groove lining upto top etc.,

with all accessories for vertical lift roller gate for canal escape / regulator including cost



etc., complets as per specifications and approved drawings with lead upto 1 km and all lifts



DATA:Embedded parts for canal escape / regulator gate consist of sill beam, wheel / seal tracks,

groove lining upto top, gate guide with all accessories such as first stage anchors.

Weight of embedded parts with groove lining for such small gates will be about 150 percent of

gate weight.

Consider embedded parts for canal escape / regulator gate for opening of size 2 m x 2 m.

For 2 m x 2 m opening approximate size of gate : 2.5 m x 2.2 m


in `:

147


Head of water above sill level : 3.7 m

Weight of vertical lift roller gate in tonne for regulator / escape based on empirical formula :

= 0.0888 x ( L 2 x H x h )

0.659

Consider weight of embedded parts in tonnes @ 150 % of weight of gate :

= 1.50 x 0.0888 x ( L 2 x H x h )

0.659


= 0.1332 x ( 2.5 x 2.5 x 2.2 x 3.7 ) 0.659

: 1.775 tonnes


actual weight as per fabrication drawings of embedded parts for canal escape vertical lift roller

gate of same size provided for one of the canal escape structure.




parts for canal escape vertical lift roller gate provided for one of the canal escape structure for

rate analysis ( for details refer Item : 30 of Annexure-2 ).



Angles/ beams/ channels/ bars with 2.5% wastage ( 1189.5x1.025 ) : 1219 kg

Plates / flats with 2.5 % wastage ( 514.5 x 1.025 ) : 527 kg


Stainless steel plates / flats ( 79.5 x 1.025 ) : 82.00 kg


MS bolts and nuts with 2.5 % wastage : 1 kg












2. Cutting :



Total : 44 Rm










3. Welding :


148



( 130 + 23 ) x 8 / 15 / 2 : 41 hours


( 1170 + 205 ) x 8 / 15 / 6 : 122 hours

Total : 163 hours



( 41 x 0.25 + 122 x 0.75 ) : 102 hours









1 coats of zinc rich epoxy primer 40 micron dry film each coat.









For handling during fabrication and erection use of 8 t mobile crane for 2 hours considered.

For drilling holes for anchor bolts use of drilling machine for 1 hour considered.




Painter Cl-II

Cutting sections / Drilling holes 24 hours 2 3 3 6



Erection of first stage anchors --- 1 --- 2





Total : 6 12 18 43









149

Fabricator /


Welder

Erector /










A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 527.00 51.14 26948.15



4 Oxygen gas cum 33.00 70.00 2310.00








12 Wire brush Nos 1.00 50.00 50.00



15 Sundries LS 3.00 44.00 132.00

Total `: 148558.51





B. MACHINERY:

Sl No Unit Amount

in `:











Contd

150

Perticulars Rate

Quantity

in `:

in `:

Rate

Quantity

Description



Sl No Unit Amount

in `:

Contd



7 Sundries LS 5.00 44.00 220.00

Total `: 21986.00





C. LABOUR:

Sl No Unit Amount

in `:





5 Foreman Day 6.00 276.73 1660.38


7 Gas cutter Day 3.00 254.73 764.19


9 Welder ( X - ray ) Day 2.00 280.20 560.41



12 Painter Cl - II Day 3.00 239.73 719.19

13 Electrician Day 1.00 241.23 241.23

Total `: 26301.85







ABSTRACT:




TOTAL `: 235450.43








Total `: 261248.29

Description


in `:

151

Rate

in `:

Quantity







Rate per tonne `:`:`:`: 147892.99




lift gate ( with top seal ) consisting of skin plate, stiffeners, horizontal and vertical girders,

wheels, guide rollers, rubber seals etc., with all accessories for canal escape / regulator vent


applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint,

seal fixing etc., complete as per specifications and approved drawings with lead upto 1 km



DATA:Consider down stream sealing vertical lift roller gate. The gate leaf consists of skin plate,

horizontal girders, vertical end girders, stiffeners, wheels, gate guide rollers, brackets, pins,

seals etc., with all accessories.

Consider canal escape / regulator gate for 2 m x 2 m vent opening for analysis.



Weight of vertical lift roller gate in tonne for regulator / escape based on empirical formula :

= 0.0888 ( L 2 x H x h )

0.659

Where ( L ) is length and ( H ) is height of gate and ( h ) is head of water in metre.

= 0.0888 ( 2.5 x 2.5 x 2.2 x 3.7 ) 0.659

: 1.183

The weight computed as above based on empirical formula is further checked by computing

the actual weight as per fabrication drawings of fixed wheel vertical lift roller gate of same size

provided for one of the canal escape structurer.

Actual weight of canal escape gate as per data in Item : 31 of Annexure-2 : 1.217 tonnes


Consider details of Material /Gas cutting / Welding based on fabrication drawings of fixed wheel

vertical lift roller gate provided for one of the canal escape structure for rate analysis ( for details













GI bolts / nuts / washers with 2.5 % wastage ( 7.5 x 1.025 ) : 8 kg

MS bolts / nuts / washers with 2.5 % wastage ( 3.5 x 1.025 ) : 4 kg

152


f. Rubber seal conforming to IS : 11855 :

Bottom seal ( uncladed ) ( 2.25 x 1.025 ) : 2.3 Rm

Side seals ( uncladed ) ( 3.95 x 1.025 ) : 4.0 Rm

Top seal ( uncladed ) ( 1.85 x 1.025 ) : 1.9 Rm







2. Cutting :



Total : 50 Rm










3. Welding :



( 72 / 15 ) x 8 / 2 : 19 hours


( 652 / 15 ) x 8 / 6 : 58 hours

Total : 77 hours



( 19 x 0.25 + 58 x 0.75 ) : 48 hours


Painting area for canal escape gate at 18 sqm / tonne ( 1.217 x 18 ) : 22 sqm












For drilling holes in skin plate, girders and clamps use of drilling machine for 2 hrs considered.


machine considered.

153




Painter Cl-II




Wheel fixing / Seal fixing 1 1 --- 2

Cleaning surface 22 sqm @ 15 sqm/day --- --- --- 1.5

Painting ( 4 x 22 ) sqm @ 15 sqm / day --- --- --- 7.5

Guide roller fixing / Finishing / Erecting 1 1 --- 2

Total : 5 7 10 30




at 15 sqm / day and 1.5 helpers to assist painters.













A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel

Angles / Channels / Beams / Bars kg 250.00 49.14 12283.75

Plates / flats kg 899.00 51.14 45970.37










6 Rubber seals

Bottom seal ( uncladed ) Rm 2.30 215.00 494.50


Top seal ( uncladed ) Rm 1.50 330.00 495.00

Corner seal ( uncladed ) Nos 2.00 425.00 850.00

Contd

Erector /

Welder

Gas cutter /

Rate

154

in `:

Marker /

Quantity

Fabricator /

Perticulars



Sl No Unit Amount

in `:

Contd

7 Oxygen gas cum 36.00 70.00 2520.00







14 Wire brush Nos 1.00 50.00 50.00



17 Sundries LS 2.00 44.00 88.00

Total `: 110907.82





B. MACHINERY:

Sl No Unit Amount

in `:













7 Sundries LS 2.00 44.00 88.00

Total `: 7551.00





C. LABOUR:

Sl No Unit Amount

in `:




Contd


in `:

Rate

Rate

in `:

in `:

155

Quantity

Quantity

Description

Description



Sl No Unit Amount

in `:

Contd

4 Foreman Day 5.00 276.73 1383.65


6 Gas cutter Day 3.00 254.73 764.19





11 Painter Cl - II Day 6.00 239.73 1438.38

12 Electrician Day 1.00 241.23 241.23

Total `: 13715.66







ABSTRACT:




TOTAL `: 157212.59








Total `: 173598.34






Rate per tonne `:`:`:`: 144363.46



ITEM: Design, fabrication, supply, erection, testing and commissioning of adequate capacity screw

type hoist consisting of supporting structure, platform, railing, ladder etc., with all accessories

for operating canal escape / regulator gate including cost of all materials, machinery,labour,

cutting, aligning, anchoring, welding, finishing, cleaning, greasing, applying two coats of zinc



156

Description Rate

in `:

Quantity



DATA:Screw type hoist for operating gate consists of supporting structure, hoist body, hoist stem,

thrust bearings, operating wheel / handle with related accessories.

The capacity of screw hoist for canal gate may be considered at 2.5 times the weight of gate.

Consider screw type hoist for canal escape / regulator gate for vent opening of size 2 m x 2 m.



Weight of vertical lift gate in tonnes for regulator / escape based on empirical formula :

= 0.0888 x ( L 2 x H x h )

0.659


= 0.0888 x ( 2.5 x 2.5 x 2.2 x 3.7 ) 0.659

: 1.183

Consider capacity of screw hoist with 25 % reserve capacity @ 2.5 times the weight of gate :

( 2.5 x 1.183) : 2.957 tonnes

Round off the capacity of hoist to next 1 tonne : 3.00 tonnes

Consider weight of hoist with all accessories at 0.3 tonne per tonne capacity of hoist :

( 0.3 x 3 ) : 0.900 tonne


checked by varifying / computing the actual capacity and weight as per fabrication drawings of

screw type hoist of same capacity for vertical lift roller gate provided for one of the canal escape.

Actual capacity of hoist as per data : 3.00 tonnes

Actual weight of screw hoist as per data in Item : 32 of Annexure-2 : 0.871 tonne


Consider details of Material / Gas cutting / Welding based on fabrication drawings of screw type

hoist for canal escape vertical lift roller gate provided for one of the canal escape structure ( for




Angles/ beams/ channels/ bars with 2.5% wastage ( 392.5x1.025 ) : 402.00 kg

Plates / flats with 2.5 % wastage ( 141.5 x 1.025 ) : 145.00 kg

Chequered plates with 2.5 % wastage ( 172 x 1.025 ) : 176.00 kg


Hoist body / Lock nut / Main nut : 55.00 kg


Hoist stem : 75.00 kg






f. Welding electrodes ( General purpose ) :






2. Cutting :



157



Time for gas cutting manually at average cutting progress of 2 m / hour : 10 hours

Acetelyne gas @ 0.6 cum / hour ( 10 x 0.60 ) : 6 cum

Oxygen gas @ 1.8 cum / hour ( 10 x 1.80 ) : 18 cum


3. Welding :



( 8 / 15 ) x 8 / 2 : 2 hours


( 70 / 15 ) x 8 / 6 : 6 hours

Total : 8 hours



( 2 x 0.25 + 6 x 0.75 ) : 5 hours


Painting area for hoist at 20 sqm / tonne of str steel ( 0.723 x 20 ) : 15 sqm










For handling of parts during fabrication / erection use of 8 t mobile crane for 1 hour considered.





Painter Cl-II


Fabricating / welding 8 hours --- 1 1 2

Erection of hoist frame / body 1 1 --- 2



Trial operation and final adjustments 1 1 --- 1

Total : 3 5 3 16









158

Gas cutter /

Welder

Marker /

Erector /

Fabricator /











Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 145.00 51.14 7414.58


2 32 mm dia MS pipe Rm 8.80 190.00 1672.00

3 Cast iron components :

Hoist body / Lock nut / Main nut kg 55.00 175.00 9625.00


Hoist stem kg 75.00 260.00 19500.00


Thrust bearings kg 4.00 945.00 3780.00


7 Oxygen gas cum 18.00 70.00 1260.00







14 Grease kg 2.00 288.00 576.00

15 Wire brush Nos 0.50 50.00 25.00



18 Sundries LS 1.00 44.00 44.00

Total `: 79747.39





B. MACHINERY:

Sl No Unit Amount

in `:





Contd

Rate

Rate

in `:

159

in `:





Sl No Unit Amount

in `:

Contd





5 Sundries LS 1.00 44.00 44.00

Total `: 1781.00





C. LABOUR:

Sl No Unit Amount

in `:




4 Foreman Day 3.00 276.73 830.19


6 Gas cutter Day 2.00 254.73 509.46




10 Painter Cl - II Day 4.00 239.73 958.92

11 Electrician Day 0.50 241.23 120.62

Total `: 7001.60







ABSTRACT:




TOTAL `: 104669.66








Total `: 115155.60

160

Rate

Rate


in `:

QuantityDescription

in `:













beam, wheel tracks, seal seats, guide rails, gate groove liners etc., with all accessories for

canal escape / regulator stoplog gate including cost of all materials, machinery, labour,

cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy




DATA:Embedded parts for canal escape / regulator stop log gate consist of sill beam, wheel / seal

tracks, groove lining upto top, gate guide with all accessories such as first stage anchors.

Weight of embedded parts for such small gates will be in the range of 65 to 70 % of gate weight.

Consider embedded parts for canal escape / regulator stoplog gate for 2 m wide vent opening.

Length of stoplog element for 2 m wide opening : 2.50 m


Total height of stoplog gate considering 4 elements of 1 m height each : 4.00 m

Weight of embedded parts for stoplog gate in tonnes based on empirical formula :

= 0.0995 x ( L 2 x H x h )

0.716

Where ( L ) is length and ( H ) is total height and ( h ) is head of water in metres.

Consider weight of embedded parts @ 67.5 % of weight of stoplog gate :

= 0.675 x 0.0995 x ( L 2 x H x h )

0.716

= 0.0671 x ( 2.5 x 2.5 x 4 x 3.7 ) 0.716

: 1.716


actual weight as per fabrication drawings of embedded parts for canal escape/ regulator stoplog

gate of same size provided for one of the canal escape / regulator structure.




parts for canal escape / regulator stoplog gate provided for one of the canal escape / regulator

structure ( for details refer Item : 33 of Annexure-2 ).








MS bolts and nuts with 2.5 % wastage : 1 kg

161













2. Cutting :



Total : 41 Rm










3. Welding :



( 124 + 21 ) x 8 / 15 / 2 : 39 hours


( 1120 + 188 ) x 8 / 15 / 6 : 116 hours

Total : 155 hours



( 39 x 0.25 + 116 x 0.75 ) : 97 hours












Quantity of coal tar epoxy paint for 8 sqm @ 6 sqm / ltr / coat : 5.5 ltr





162






Painter Cl-II





Cleaning surface 8 sqm @ 15 sqm/day --- --- --- 0.5

Painting ( 5 x 8 ) sqm @ 15 sqm / day --- --- --- 3.5


Total : 6 10 17 39




at 15 sqm / day and 0.5 helper to assist painters.













A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 523.00 51.14 26743.61


3 Bolt / Nut / Washer ( MS ) kg 1.00 90.00 90.00

4 Oxygen gas cum 30.00 70.00 2100.00







Contd

163

Rate

Gas cutter /

Welder

in `:

Perticulars

Marker /

Erector /

Fabricator /

Quantity



Sl No Unit Amount

in `:

Contd


12 Wire brush Nos 1.00 50.00 50.00



15 Sundries LS 2.00 44.00 88.00

Total `: 139052.70





B. MACHINERY:

Sl No Unit Amount

in `:









5 Sundries LS 2.00 44.00 88.00

Total `: 18336.00





C. LABOUR:

Sl No Unit Amount

in `:



3 Foreman Day 6.00 276.73 1660.38


5 Gas cutter Day 2.00 254.73 509.46


7 Welder ( X - ray ) Day 2.00 280.20 560.41



10 Painter Cl - II Day 3.00 239.73 719.19

11 Electrician Day 1.00 241.23 241.23

Total `: 23741.74



164

Description

RateQuantity

Rate

in `:

Rate

in `:

Quantity

Quantity

in `:

Perticulars

Description



Sl No Unit Amount

in `:







ABSTRACT:




TOTAL `: 216587.12








Total `: 240146.40






Rate per tonne `:`:`:`: 143943.89



ITEM: Design, fabrication, supply, erection, testing and commissioning of sliding type interchangeable

stoplog gate elements consisting of skin plate, stiffeners, horizontal and vertical girders,

lifting hooks, bronze padded slide blocks, guide shoes, rubber seals etc., with all accessories

for canal regulator vent including cost of all materials, machinery, labour, cutting, aligning,

welding, finishing, cleaning, applying one coats of zinc rich epoxy primer and three coats of

cold applied coal tar epoxy paint, seal fixing etc., complete as per specifications and approved

drawings with lead upto 1 km and all lifts for structural steel components and all leads

and lifts including packing / forwarding charges for other materials.

DATA:Consider down stream sealing vertical lift slide gate. The stoplog gate consists of number

of inter-changeable elements having height of each element in the range of 0.9 to 1.2 m. Each

element consists of skin plate, horizontal girders, vertical end girders, stiffeners, slide blocks,

gate guide shoes, brackets, lifting pins,seals etc., with all accessories.

Consider canal escape / regulator gate for 2 m vent opening and 3.7 m depth of water.

Consider 4 elements of size 2.50 m length x 1.00 m height each.

Weight of 1 set of stoplog gate elements in tonne based on empirical formula :

= 0.0995 ( L 2 x H x h )

0.716

165

in `:



Where ( L ) is length and ( H ) is total height of gate and ( h ) is head of water in metres.

= 0.0995 ( 2.5 x 2.5 x 4.0 x 3.7 ) 0.716

: 2.544


actual weight as per fabrication drawings of canal escape / regulator stoplog gate elements of

size provided for one of the canal escape / regulator structure.

Actual wt of 1set of stoplog elements as per data in Item : 34 of Annexure-2 : 2.534 tonnes



escape / regulator stoplog gate elements provided for one of the canal escape / regulator ( for






b. Alluminium/ Bronze alloy components conforming to IS : 305 :

Bronze pads : 16.00 kg

c. Bolts / Nuts / Washers conforming to IS : 1363 :

GI bolts / nuts / washers with 2.5 % wastage ( 20 x 1.025 ) : 20.5 kg


d. Rubber seal conforming to IS : 11855 :

Bottom seal ( uncladed ) ( 8 x 1.025 ) : 8.2 Rm

Side seals ( uncladed ) ( 8.05 x 1.025 ) : 8.25 Rm

e. Welding electrodes ( General purpose / Low hydrogen ) :






2. Cutting :



Total : 77 Rm










3. Welding :



( 175 / 15 ) x 8 / 2 : 47 hours


( 1572 / 15 ) x 8 / 6 : 140 hours

Total : 187 hours


166



( 47 x 0.25 + 140 x 0.75 ) : 117 hours


Painting area for stoplog gate at 18 sqm / tonne ( 2.534 x 18 ) : 45 sqm










For handling of parts during fabrication and erection use of mobile derric crane for 2 hours and


For drilling holes in skin plate, end girders and seal clamps use of drilling machine for 8 hours

considered.


machine considered.



Painter Cl-II


Drilling holes 8 hours 1 1 --- 1



Slide blocks fixing / Seal fixing 1 2 --- 2



Guide shoe fixing / Finishing / Erecting 1 1 --- 2

Total : 10 15 23 63
















WelderFabricator /

Erector /

167




A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel

Angles / Channels / Beams / Bars kg 1195.00 49.14 58716.33

Plates / flats kg 1376.00 51.14 70361.76


Bronze pads kg 16.00 945.00 15120.00




4 Rubber seals

Bottom seal ( uncladed ) Rm 8.20 215.00 1763.00


5 Oxygen gas cum 57.00 70.00 3990.00







12 Wire brush Nos 1.00 50.00 50.00



15 Sundries LS 5.00 44.00 220.00

Total `: 205096.79





B. MACHINERY:

Sl No Unit Amount

in `:













7 Sundries LS 5.00 44.00 220.00

Total `: 15526.00


168

Rate

in `:

Rate

Perticulars

in `:

Quantity




Sl No Unit Amount

in `:






C. LABOUR:

Sl No Unit Amount

in `:




4 Foreman Day 10.00 276.73 2767.30


6 Gas cutter Day 5.00 254.73 1273.65





11 Painter Cl - II Day 12.00 239.73 2876.76

12 Electrician Day 1.00 241.23 241.23

Total `: 30034.21







ABSTRACT:




TOTAL `: 299352.67








Total `: 330989.49



169

in `:

Quantity

Rate

in `:

Quantity

Rate

Description

Description





Rate per tonne `:`:`:`: 131937.90




liners for trash rack grooves ( for coarse and fine screens ) with all accessories for pump house

intake structure including cost of all materials, machinery, cutting, labour, aligning, anchoring,


applied coal tar epoxy paint etc., complete as per specifications and approved drawings with

lead upto 1 km for structural steel components and all leads and lifts including packing/


DATA:Embedded parts for trash rack groove of pump house intake structure consist of groove liners

with anchors.

Weight of one set embedded parts for trash rack groove will be in the range of 100 to 125 kg / m

height of the trash rack groove for one vent.

Consider embedded parts for trash rack groove of pump house intake for 3.55 m wide and 12 m

height vent.

Weight of embedded parts for 12 m height in tonnes based on empirical rule :

( 12 x 112.50 ) : 1350.00 kg

The weight computed as above based on empirical rule is further checked by computing the

actual weight as per fabrication drawings of embedded parts for trash rack groove for one vent

of one of the pump house intake structure.




parts for one vent of trash rack groove of one of the pump house intake structure ( for details





b. Welding electrodes ( General purpose / Low hydrogen ) :






2. Cutting :



Total : 86 Rm






170






3. Welding :

Length of welding as per data sheet : 98.3 m


( 108 x 8 / 15 / 2 ) : 29 hours


( 973 x 8 / 15 / 6 ) : 86 hours

Total : 115 hours



( 29 x 0.25 + 86 x 0.75 ) : 72 hours






Quantity of coal tar epoxy paint for 16 sqm @ 6 sqm / ltr / coat : 10.5 ltr






For handling parts during fabrication and erection use 8 t mobile crane for 4 hours.

For holding in position during erection use stationery derric for 8 hours.




Painter Cl-II




Erection of liners 1 2 --- 4




Total : 6 11 15 42









171

Gas cutter /

WelderFabricator /

Marker /

Erector /










A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel

Plates / flats kg 1355.00 51.14 69287.93

2 Oxygen gas cum 54.00 70.00 3780.00







9 Wire brush Nos 1.00 50.00 50.00



12 Sundries LS 3.00 44.00 132.00

Total `: 103638.93





B. MACHINERY:

Sl No Unit Amount

in `:











6 Sundries LS 5.00 44.00 220.00

Total `: 12987.00





172

in `:

Rate

in `:

Rate

QuantityPerticulars



C. LABOUR:

Sl No Unit Amount

in `:



3 Foreman Day 6.00 276.73 1660.38


5 Gas cutter Day 4.00 254.73 1018.92




9 Painter Cl - II Day 6.00 239.73 1438.38

10 Electrician Day 1.00 241.23 241.23

Total `: 19485.25







ABSTRACT:




TOTAL `: 163314.84








Total `: 181166.31






Rate per tonne `:`:`:`: 138235.17



ITEM: Design, fabrication, supply, erection and commissioning of trash racks consisting of a number

of panels of suitable height with vertical trash bars welded to structural steel frame at wider

interval and provided with weld mesh frame for pump house intake structure including cost




Quantity

173

in `:

Description Rate




DATA:Tracsh rack consists of a number of panels of suitable size. Each panel consists of structural

steel frame with horizontal stiffeners at interval and vertical trash bars at closer or wider interval.

Where the trash bars are spaced at wider interval a weld mesh frame is attached to main frame.

Consider trash rack panels for pump house intake structure for 3.55 m wide vent opening.

Length of each panel : 3.75 m

Height of each panel : 2.70 m

Number of panels for one vent : 3.00 Nos

Total height of trash rack ( 3 x 2.70 ) : 8.10 m

Head of water : 7.50 m

Weight of trash rack in tonnes based on empirical formula :

= 0.0375 x ( L 2 x H x h )

0.716

Where ( L ) is length and ( H ) is total height and ( h ) is head of water in metres.

= 0.0375 x ( 3.75 x 3.75 x 8.1 x 7.5 ) 0.716

: 4.710 tonnes


actual weight as per fabrication drawings of trash rack panels for 1 vent for pump house intake

structure having same vent size provided for one of the pump house.



Consider details of Material / Gas cutting / Welding based on fabrication drawings of trash rack

provided for one vent of one of the pump house intake structure.

structure ( for details refer Item : 36 of Annexure-2 ).




Plates / flats with 2.5 % wastage ( 1359.3 x 1.025 ) : 1393 kg

b. Weld mesh (2 mm dia 25x25 mm opening ) ( 3.44x2.7x3x1.025 ) : 28.50 sqm


GI bolts / Nuts / Washers with 2.5 % wastage ( 6.7 x 3 x 1.025 ) : 20.6 kg

d. Welding electrodes ( General purpose / Low hydrogen ) :






2. Cutting :



Total : 84 Rm


As the work involves use angles / channels / beams cutting using cutting torch is considered.



Acetelyne gas @ 0.6 cum / hour ( 42 ) x 0.60 : 25 cum

Oxygen gas @ 1.8 cum / hour ( 42 ) x 1.80 : 75 cum


174


3. Welding :



( 164 x 8 / 15 / 2 ) : 44 hours


( 1473 x 8 / 15 / 6 ) : 131 hours

Total : 175 hours



( 44 x 0.25 + 131 x 0.75 ) : 109 hours


Painting area for trash rack panels at 30 sqm / tonne ( 4.686 x 30 ) : 140 sqm









For handling parts during fabrication and erection use 8 t mobile crane for 8 hours.

For drilling holes for fixing bolts use drilling machine for 8 hours.




Painter Cl-II




Erection of panels 1 2 --- 4




Total : 6 14 22 112
















175

Fabricator /

Marker /

Erector /

Welder

Gas cutter /



A. MATERIALS:

Sl No Unit Amount

in `:

1 Structural steel


Plates / flats kg 1393.00 51.14 71231.06

2 Weld mesh 25x25 mm opening sqm 28.50 150.00 4275.00

3 Bolt / Nut / Washer ( GI ) kg 20.60 120.00 2472.00

4 Oxygen gas cum 75.00 70.00 5250.00







11 Wire brush Nos 2.00 50.00 100.00



14 Sundries LS 15.00 44.00 660.00

Total `: 324765.53





B. MACHINERY:

Sl No Unit Amount

in `:





3 Drilling machine Hour 4.00 20.00 80.00




5 Sundries LS 15.00 44.00 660.00

Total `: 20688.00





C. LABOUR:

Sl No Unit Amount

in `:



Contd

176

Description

in `:

in `:

RateQuantity

Rate

in `:

Rate


Quantity

Description



Sl No Unit Amount

in `:

Contd


4 Foreman Day 6.00 276.73 1660.38


6 Gas cutter Day 6.00 254.73 1528.38




10 Painter Cl - II Day 47.00 239.73 11267.31

11 Electrician Day 1.00 241.23 241.23

Total `: 40093.65







ABSTRACT:




TOTAL `: 458682.53








Total `: 506404.79






Rate per tonne `:`:`:`: 109068.19




sill beam, wheel tracks, seal seats, guide rails, gate groove liners etc., with all accessories

for pump house intake stoplog gate including cost of all materials, machinery, labour,

cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat zinc rich epoxy


177

Quantity Rate

in `:

Description




DATA:The nature of work involved is similar to the embedded parts for stoplog gate proposed for canal

regulator stop-log gate under ' Gate / Hoist and allied works '. Therefore same unit rate as

proposed under ' Gate / Hoist and allied works ' is proposed for this item.

Item : 33 Gate / Hoist and allied works Rate per tonne `:`:`:`: 143900.00

Note: Wt of 1 set of embedded parts in tonnes = 0.0665 x ( L2 x H x h )

0.716

Where ( L ) is length = Clear distance between piers in m + 0.50 m.

( H ) is total height of stoplog gate in m = FSL - Sill level + 0.30 m

( h ) is head of water above sill of gate in m = FSL - Sill level


ITEM: Design, fabrication, supply, erection, testing and commissioning of sliding type stoplog gate

consisting of skin plate, horizontal and vertical girders, lifting hooks, bronze padded slide blocks,

stiffeners, guide shoes, rubber seals etc., with all accessories for pump house intake vent


applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy

paint, seal fixing etc., complete as per specifications and approved drawings with lead upto

1 km and all lifts for structural steel components and all leads and lifts including


DATA:The nature of work involved is similar to the stoplog gate proposed for canal regulator under

under ' Gate / Hoist and allied works '. Therefore same unit rate as proposed under ' Gate /

Hoist and allied works ' is proposed for this item.


Note: Wt of 1 stoplog gate in tonnes = 0.0995 ( L2 x H x h )

0.716

Where ( L ) is length = Clear distance between piers in m + 0.50 m.

( H ) is total height of stoplog gate in m = FSL - Sill level + 0.30 m

( h ) is head of water above sill of gate in m = FSL - Sill level


ITEM: Design, fabrication, supply, erection and commissioning of electrically operated mono-rail

hoist assembly consisting of electric motor, rope drum, gear system, wire rope with lifting

attachment, festoon cabling etc., with all accessories for operating pump house stop-log

gate including cost of all materials ( excluding providing mono-rail hoist supporting structure

and mono-rail with fixtures ), machinery, labour, cleaning, greasing etc., complete as per

specifications and approved drawings with all leads and lifts.

DATA:Mono-rail hoist with accessories Rate / tonne hoist capacity `: 44000.00

Add for erection, jointing and commissioning at 15 % `: 6600.00

Rate / tonne hoist capacity `:`:`:`: 50600.00

Rate approved / tonne capacity `:`:`:`: 50600.00

Note: i. Hoist capacity = 1.50 x weight of stop-gate

178



ITEM: Design, fabrication, supply, erection and commissioning of structural steel hoist supporting

structure consisting of columns, cross beams, bracings, stiffeners, mono-rail with fixtures etc.,

with all accessories for electrically operated mono-rail rope drum hoist for operating

pump house intake vertical lift gate including cost of all materials, machinery, labour,

cutting, aligning, anchoring, welding, finishing, cleaning, applying two coats of zinc chromate

red primer and three coats of synthetic enamel paint etc., complete as per specifications and

approved drawings with lead upto I km and all lifts for structural steel components and


DATA:The nature of work involved is similar to the hoist supporting structure proposed for barrage gate

rope drum hoists under ' Gate / Hoist and allied works '. Therefore same unit rate as proposed

under ' Gate / Hoist and allied works ' is proposed for this item.


Note: i. Columns with bracings/anchors/stiffeners:150 kg per metre height.

ii. Weight proposed above is for each intake vent

iii. Mono rail beam with cross beams :100 kg per metre length


ITEM: Design, fabrication, supply, erection, testing and commissioning EOT crane consisting of

double girder box type construction, rail mounted end carraiges with long and cross travel

arrangement, main and auxiliary hoists of specified capacity, rails, pendant control, gear

boxes, electric motors, brakes, rope drums, wire ropes, sheaves, end buffer stoppers, pendant

operated DSL bus bars with all accessories for main and auxiliary hoists for handling pumps

and accessories in pump house including cost of all materials, machinery, labour, cutting,

aligning, welding, finishing, cleaning, greasing, applying two coats of zinc chromate red oxide

primer and three coats of synthetic enamel paint etc., complete as perspecifications and

approved drawings with all leads and lifts .

DATA:The basic requirements of EOT crane are similar to out door moving gantry crane except for

gantry portal legs. The reduction in quantity of portal legs is assumed to off-set to some extent

increase in span for EOT crane base frame and cost of additional auxiliary hoist.

Therefore, similar rate per tonne capacity as provided for out-door moving gantry crane with

about 25 percent reduction per tonne capacity is proposed for EOT crane.

Rate per tonne capacity ( vide Item: 8 under ' Gates & Hoists ' )

EOT crane Rate / tonne hoist capacity `:`:`:`: 174800.00

Note: i. EOT crane Main hoist capacity = 1.25 x Maximum lifting load(round off to next 5 t)

ii. EOT crane Auxiliary hoist capacity = Approximately 10 % of main hoist capacity

iii. Rate for EOT crane shall be based on capacity of main hoist.

179


180

DATA FOR PERCENTAGE PROVISIONS

ENABLING WORKS

FOR

ANNEXURE-1


SECTION: GATE / HOIST & ALLIED WORKS. YEAR: 2014-15 Annexure-1.a

ITEM: Provision for Electric sub-station / Demand charges / Lighting fabrication & work areas :

DATA:Generally, contracts provide for arranging HT / LT electric power line within about 1 km distance

from work site by the department. From the departmental bulk supply point laying of further

transmission lines, erection of sub-station, erecting distribution lines and other arrangements

for power supply to various installations will be the responsibility of the contractors requiring

electric power for their works.

For gate / hoist works, generally, cutting / bending / welding operations for most of the parts

are carried out at the contractor's central fabrication yard and fabrcated parts along with the

bought out parts are transported to site of work. Fabrication of some matching parts and minor

modifications to shop fabricated parts / erection / field welding / commissioning are carried out

at specified work site. Therefore, electric power supply arrangements are necessary both at

central fabrication place and erection / commissioning place for gate / hoist works.

Estimation of electric power load for sub-station for gate / hoist works:

Erection

place ( in hp )

Plate shearing machine 20.00 ---

Bending machine 15.00 15.00

Pug cutting machine 4.00 2.00

Planing machine 15.00 ---

Drilling machine 5.00 5.00

Grinding machine 5.00 5.00

Welding transformers 120.00 120.00

Work shop equipments / miscellaneous 20.00 20.00

Total : 204.00 167.00

Requirement of power in Kw 152.184 124.58

Add for lighting fabrication area & trial running etc @ 5 % 7.61 ---

Add for lighting erection areas & trial running etc @ 10 % --- 12.46

Add for lighting & domestic use for camp @ 5 % 0.00 6.23

Add for reserve capacity @ 5 % 7.61 6.23

Total : 167.40 149.50

Capacity of sub-station required hp / 0.85 196.94 175.88

200 kVA 175 kVA

For working out demand charges sanctioned power requirement is assumed to vary from

100 KVA to 200 kVA ( average 150 kVA ) for fabrication place and from 75 kVA to 175 kVA

( average 125 kVA ) for erection site.

Av. demand for electric power is considered for 2 years each for fabrication and erection sites.

Consider 1 Transformer of 250 KVA at each place.

Capital cost of other sub-station equipments & distribution lines:( for each place )

HT / LT Circuit breaker 3 Nos @ `: 41609.00 / Each `: 124827.00

Poles with fixtures 10 Nos @ `: 6047.00 / Each `: 60470.00

HT / LT Line conductor 2 km @ `: 47000.00 / km `: 94000.00

Other accessories / controls / junctions LS `: 44000.00

Total `: 323297.00

Life of sub-station equipments ( average ) : 20 years

Salvage value : 10 percent

Maintenance & Repairs as % of Capital cost : 25 percent

Miscellaneous charges as % of Repair charges : 10 percent

place ( in hp )

181

Fabrication

say :


Interest on av. capital cost per annum : 11.00%

Insurance charges as % of av. capital cost per annum : 1%

Average capital cost 323297 x ( 20+1 ) / 40 `: 169730.93

Hire charges of sub-station equipments / year :

Depreciation per year 323297 x 0.9 / 20 `: 14548.37

Interest on av. Capital cost per year 169731 x 0.11 `: 18670.40

Maintenance & repairs per year 323297 x 0.25 / 20 `: 4041.21

Miscellaneous charges per year 4041.21 x 0.1 `: 404.12

Insurance charges per year 169731 x 0.01 `: 1697.31

Total hire charges / year Rs: `: 39361.41

Total cost of sub-station equipments :

Transformers 1 Nos @ `: 327452 / Each `: 327452.00

Other sub-station equipments `: 323297.00

Total `: 650749.00

Cables & Fittings: ( for fabrication place and erection place ) :

PVC cable 70 sqmm 200 m @ `: 270.00 / Rm `: 54000.00



PVC cable 10 sqmm & below 1000 m `: 118.80 / Rm `: 118800.00

Miscellaneous fittings / switches etc LS `: 200.00

Total `: 276320.00

Assume use of cables for 10 years with 10 percent salvage value.

Use rate of cables per year with 10 % salvage value `: 24868.80

Data for cost of Lighting : ( for fabrication place and erection place ) :

Lighting facilities are to be provided for plants and work areas during night time.

Provision of flood lights near work areas and tube lights at other locations is assumed.

No. of tube lights for fabrication and erection areas assumed: : (10+10) Nos.

No. of hours of use and energy requirement for 2 years

No. of hours of usage ( 20 x 12 x 300 x 2 ) : 144000.00

Energy requirement in Kwhr ( 20x 12x 300x 2x 40 / 1000) : 5760.00

No. of flood lights for fabrication / erection areas assumed: : (10+10) Nos

No. of hours of use and energy requirement for 2 years

No. of hours of usage ( 20 x 12 x 300 x 2 ) : 144000.00

Energy requirement in Kwhr (20x 12x 300x2x 500/ 1000 ) : 72000.00

Flood / Tube light fittings:

Flood light sets 20 Nos @ `: 5754.00 / set `: 115080.00

Tube light sets (plant area) 20 Nos @ `: 558.00 / set `: 11160.00

Accessories for light fittings / repairs / replacements etc LS `: 2200.00

Total `: 128440.00

Assume use of light fittings for 10 years with 50 percent salvage value.

Use rate of light fittings / year with 50 % salvage value `: 6422.00

( ####### x 0.5 / 10 )

Cost of flood lights 500 W `: 899.00 / Each `: 899.00

Life of flood light in hours : 1500.00

Use rate of flood lights per hour 899.00 / 1500 `: 0.60

Cost of tube lights 40 W `: 40.00 / Each `: 40.00

Life of fluorescent tube light in hours : 1500.00

Use rate of tube lights per hour 40.00 / 1500 `: 0.03

182


Running 50 KVA DG set is assumed for 1 hour daily for fabrication place and 2 hours daily for

erection site to ensure minimum power supply for lighting and works during break down of main

power supply from grid.

RATE ANALYSIS UNIT: 1.00 No.

A. MATERIALS:( fabrication & erection sites combined )

Sl No Perticulars Unit Amount

in `:

1 Use rate of cables Year 2.00 24868.80 49737.60

2 Anchors / supports for cables / lights LS 200.00 44.00 8800.00

3 Use rate of flood/ tube light sets Year 2.00 6422.00 12844.00

4 Use rate of flood lights Hour 0.60 86304.00

Energy charges Kwhr 72000.00 7.15 514800.00

5 Use rate of fluorescent tubes Hour 0.03 3840.00

Energy charges Kwhr 5760.00 7.15 41184.00

6 Sundries ( tapes & consumeables ) LS 200.00 44.00 8800.00

Total `: 726309.60





B. MACHINERY: ( fabrication & erection site combined ) :

Sl No Unit Amount

in `:

1 Sub-station at fabrication place Year 2.00 78722.82

Sub-station at erection place Year 2.00 78722.82

2 Transformer 250 KVA 1 No.( fabrication ) Month 24.00 3884.00 93216.00

Transformer 250 KVA 1 No. ( erection ) Month 24.00 3884.00 93216.00

3 Demand charges for 2 years: 150 KVA

at 85 % PF ( 150x2x12x0.85 ) KVA 3060.00 190.00 581400.00

Demand charges for 2 years: 125 KVA

at 85 % PF ( 125x2x12x0.85 ) KVA 2550.00 190.00 484500.00

4 DG set 50 KVA at fabrication place Hour 600.00 104.00 62400.00


DG set 50 KVA at erection place Hour 1200.00 104.00 124800.00


5 Sundries LS 200.00 44.00 8800.00

Total `: 3240177.64





C. LABOUR: ( fabrication & erection sites combined ) :

Sl No Unit Amount

in `:

1 Crew for DG set at fabrication place Hour 600.00 75.00 45000.00

Crew for DG set at erection place Hour 1200.00 75.00 90000.00

Contd

in `:

Rate

in `:

144000.00

144000.00

183

39361.41

RateQuantity

Description

Rate

in `:

39361.41

Quantity



C. LABOUR( Contd ) : ( fabrication & erection sites combined ) :

Sl No Unit Amount

in `:

Contd

2 Electrician 1 No. x 2 x 12 x 26 days Day 624.00 241.23 150527.52

Electrician 1 No. x 2 x 12 x 26 days Day 624.00 241.23 150527.52

3 Heavy mazdoor 1 No x 2 x 12 x 26 days Day 624.00 238.73 148967.52

Heavy mazdoor 1 No x 2 x 12 x 26 days Day 624.00 238.73 148967.52

Total `: 733990.08







D. ENABLING WORKS AT ERECTION SITE :

1 Shed for DG set & office 50 sqm @ `: 6600.00 / sqm `: 330000.00

2 Fensing for sub-station 100 Rm @ `: 1100.00 / Rm `: 220000.00

3 Civil works for foundations / pedastals / duct etc LS `: 88000.00

Total `: 638000.00

Add interest for ( 1 + 1 ) years @ 11% `: 140360.00

Add for transportation / erection / dismantling cost @ 12% `: 78089.88

Deduct salvage value on shed & fensing @ 25% ( - ) `: -137500.00

Total `: 718949.88

ABSTRACT:




D. Cost of enabling works `: 718949.88

TOTAL `: 6338592.83

Less requirement for camp use at site @ 5% ( - ) `: -316929.64

Total cost for work 1.00 No. `: 6021663.19

Approximate quantity of gate / hoist work is assumed at 2000 tonnes.

As radial gates are major components of work, the basic unit rates worked out for radial gate

and hoist are considered for estimating the approximate cost of gate / hoist works.

The quantity distribution for embedded parts / gate / hoist is assumed as under:

Embedded parts with all accessories : 260 tonnes

Gates with all accessories : 1460 tonnes

Hoists with all accessories : 280 tonnes

Total : : 2000 tonnes

Basic cost of embedded parts / tonne `: 1736596 / 14.334 ( Item-1) `: 121152.23

Basic cost of radial gate / tonne `: 8761169 / 57.457 ( Item-2) `: 152482.18

Basic cost of radial gate hoist / tonne `: 3515547 / 15.440 ( Item-3) `: 227690.85

Total cost of embedded parts / gates / hoists:

Total cost of embedded parts x 260 `: 31499581

Total cost of gates x 1460 `: 222623981

Total cost of hoists x 280 `: 63753438

Total `: 317877000

184

Quantity Rate

227690.85

121152.23

152482.18

Description

in `:


Cost of power supply arrangements including lighting and demand charges as percentage of

basic cost of embedded parts / gates / hoists works out to:

x 100 / : 1.89

say : 1.90

SECTION: GATE / HOIST & ALLIED WORKS. YEAR: 2014-15 Annexure-1.b

ITEM: Provision for other Enabling works:

DATA:Stores / work shop / guarage / fuel depot / power supply arrangements / lighting / sheds for

plant and machinery are necessary both at main fabrication place and field erection place for

gate / hoist and allied works. Plant and machinery required for field erection works require

transportation / erection / dismantling / re-transportation to main work shop or else where.

The cost of enabling works at fabrication place is ignored as the aportioned cost is negligible

in view of long duration use of these enabling works.

This data rate is for other enabling works for erection / commissioning of gate / hoists works.

1 Store for boughtout items 100 sqm @ `: 6600.00 / sqm `: 660000.00

2 General store 100 sqm @ `: 7700.00 / sqm `: 770000.00

3 Work shop 100 sqm @ `: 7700.00 / sqm `: 770000.00

4 Guarage 75 sqm @ `: 5500.00 / sqm `: 412500.00

5 Sheds for machinery 150 sqm @ `: 5500.00 / sqm `: 825000.00

6 Fuel depot 25 sqm @ `: 6600.00 / sqm `: 165000.00

7 Site levelling / field offices etc LS `: 220000.00

8 Local haul roads / fensing store yard etc LS `: 220000.00

Total `: 4042500.00

Add interest for 1 years @ 11% `: 444675.00

Add for maintenance for 2 years @ 2.00% `: 80850.00

Less salvage value @ 25 % for ( 1 ) to ( 6 ) ( - ) `: -900625.00

Total ( AAAA ) `: 3667400.00

Transportation / Erection / Dismantling of plant & machinery for erection:

Bending machine / derric cranes / welding transformers / D.G. set / work shop equipments

are the major plant & machinery requiring erection and dismantling services at work site.

Capital cost of equipments for field erection works:

1 Stationery derric cranes 2 Nos `: 1102694

2 Mobile crane 8 t 1 No `: 1176604

Mobile crane 25 t 1 No `: 18514171

3 Welding transformers 10 Nos `: 389630

4 Truck 1 No ( exclusive transportation not considered ) `: 0

5 Bending machine 1 No. `: 538788

6 D.G set 50 kVA 1 No. `: 780079

7 Transformer 250 kVA 1 No. `: 327452

8 Work shop equipments / fuel pump / Misc LS `: 220000

Total `: 23049418

Transportation to site for ( 1 ) to ( 8 ) @ 1.50% `: 345741.27

Erection cost for ( 5 ) to ( 8 ) @ 6.00% `: 111979.14

Total `: 457720.41

Add interest for 1 year @ 11% `: 50349.25

Add dismantling cost for ( 5 ) to ( 8 ) @ 3.00% `: 55989.57

Add transportation from site for ( 1 ) to ( 8 ) 1.50% `: 345741.27

Total( Total ( BBBB ) `: 909800.50

185

3178770006021663.19


Total cost of other enabling works ( A + B ) `: 4577200

Approximate basic cost of gate / hoist works as per data in annexure-1:

Total cost of embedded parts x 260 `: 31499581

Total cost of gates x 1460 `: 222623981

Total cost of hoists x 280 `: 63753438

Total `: 317877000

Cost of other enabling works as percentage of total basic cost:

x 100 / : 1.44

say : 1.40

317877000

186

121152.23

152482.18

227690.85

4577200


187

GATES / HOIST WORKS

MATERIALS / CUTTING / WELDING

ANNEXURE-2

DETAILS OF


GATES AND HOISTS : REQUIREMENT OF MATERIALS -

SECTION: GATE / HOIST & ALLIED WORKS. Item No.1

Item: Embedded parts for spillway radial gates:

Details of materials / Gas cutting / Welding for rate analysis :

Note : 1. Data based on embedded parts fabrication drawings of 15 m x 9.75 m radial gates provided

for Kodasalli dam spillway under Kali Stage-II Project in Karnataka.

2. Plate cutting considered for 2 sides assuming other 2 sides free face.

3. Unless otherwise specified 6 mm thick fillet weld considered for computing requirement of

welding electrodes and 450 mm long electrodes are considered for computing the quantity.

4. Number of welding electrodes computed is based on length, type and thickness of weld and

the requirement of electrodes per metre length of weld is based on standard weiding tables.

Sl No. DESCRIPTION OF MATERIALS Weight Number of

in kg electrodes

Sill beam / wall plates:

1 Flats 100x100x10 mm 152 Nos 120.00 15.2 1.5 15

2 Flats 100x250x10 mm 26 Nos 43.00 9.1 0.3 3

3 Anchor rods 12 dia 350 mm 152 Nos 48.00 1.8 5.3 53

4 Anchor rods 12 dia 350 mm 52 Nos 16.00 0.6 1.8 18

5 Sill beam ISMB 300 half 2820 mm 2 Nos 130.00 5.6 0.5 5

6 Sill beam ISMB 300 half 2400 mm 4 Nos 221.00 9.6 1.5 15

7 Anchor plate 80x200x10 mm 26 Nos 33.00 2.1 4.2 42

8 Anchor bolts 16 dia 180 mm 52 Nos 15.00 --- 2.6 26

9 Stiffeners 60x135x10 mm 12 Nos 8.00 3.6 6.5 65






15 Seal base 190x200x10 mm 2 Nos 6.00 0.8 SV 0.8 10

16 Seal base 130x200x10 mm 2 Nos 4.00 0.7 SV 1.1 13

17 Seal seat SS 80x420x6 mm 2 Nos 3.00 1.0 2.0 20






23 Cleats ISA 75x75x8 mm 80 mm 108 Nos 77.00 16.2 17.3 173

24 Wall plate base 360x1232x12 mm 16 Nos 668.00 25.5 SV 5.8 70

25 Wall plate base 360x1365x12 mm 2 Nos 93.00 3.5 SV 0.8 10

26 Stiffener 80x126x8 mm 16 Nos 99.00 1.3 40.5 405






32 Wall plate 350x360x12 mm 2 Nos 24.00 1.4 SV 0.7 8

Contd

Weld length

188

length in m in m

Gas cutting



in kg electrodes

Contd

33 Splice plate 120x320x6 mm 10 Nos 18.00 4.4 3.2 32

34 Nuts / Washers 16 dia 392 Nos each 17.00 --- --- ---

35 Bolts / Nuts / Washers 16 dia 55 mm 40 6.00 --- --- ---

Anchors / Anchor girders / Yoke girders :

36 Anchor bars 275x8900x40 mm 8 Nos 6148.00 73.4 F16 33.8 2400

37 Anchor girder web 950xx2760x20 mm 2 823.00 7.4 --- ---

38 Flange U / S 200x2760x20 mm 2 Nos 173.00 9.4 F8 11.0 198

39 Flange D / S 350x2760x25 mm 2 Nos 379.00 9.7 F8 11.0 198

40 Yoke girder web 1160x2440x20 mm 2 Nos 889.00 7.2 --- ---

41 Flange U / S 1000x2440x28 mm 2 Nos 1073.00 10.3 F8 9.8 176

42 Flange D / S 250x2440x20 mm 2 Nos 192.00 8.8 F8 9.8 176








50 Pad plates 380x430x20 mm 4 Nos 103.00 3.2 6.5 65

51 Bolts / Nuts 24 dia 16 Nos 9.00 --- --- ---

Trunnion supports :

52 Thrust plates 700x731x20 mm 2 Nos 166.00 2.9 --- ---



55 Cleats ISA 75x75x8 mm 80 mm 8 Nos 6.00 1.2 1.4 14

56 Base plate 650x940x20 mm 2 Nos 192.00 3.2 --- ---

57 SS sliding plates 60x570x6 mm 6 Nos 10.00 0.4 7.6 76



60 Align plate 120x800x12 mm 4 Nos 36.00 3.6 6.4 64

61 Align rod 16 dia 180 mm 8 Nos 2.00 0.4 0.4 4

62 Nuts / Washers 16 dia 16 Nos each 2.00 --- --- ---

63 Align plate 100x100x12 mm 8 Nos 8.00 1.6 --- ---

64 Align rod 45 dia 1778 mm 8 Nos 178.00 1.0 --- ---

65 Nuts / Washers 45 dia 24 Nos / 8 Nos 2.00 --- --- ---

66 Align rod 12 dia 360 mm 8 Nos 3.00 0.5 0.3 3

Total : 14334.00 428.1 600.0 8415

kg Rm Rm Nos

ABSTRACT :

1. Structural steel : IS : 2062

Angles / Beams / Channels / Bars : 679.00 kg

Structural steel Plates / Flats : 13356.00 kg

2. Alloy steel components : IS : 1570

Stainless steel plates / flats : 190.00 kg

3. Bolt / Nut / Washer : IS : 1363

MS Bolts / Nuts / Washers : 109.00 kg

Gas cutting

in m

Weld length

189

length in m


4. Other details :

Length of cutting : 428.10 Rm

Length of welding : 600.00 Rm

Number of electrodes ( for structural steel ) : 7539 Nos

Number of electrodes ( for stainless steel ) : 876 Nos


Item: Spillway radial gate :


Note : 1. Data based on fabrication drawings of 15 m x 9.75 m radial gates provided for Kodasalli dam

spillway under Kali Stage-II Project in Karnataka.







in kg electrodes

Trunnion assembly :

1 Side plate(FS) 1177x1437x25 mm 2 Nos 664.00 6.2 F16 2.0 142

2 Side plate(NS) 1177x1272x25 mm 2 Nos 588.00 5.9 F16 2.0 142

3 Web plate 490x1119x14 mm 4 Nos 241.00 9.0 23.8 238


5 Hub 590 / 390 / 340 dia 680 mm 2 Nos 1865.00 --- --- ---


7 Con. Plate 397x720x 25 mm 4 Nos 224.00 5.0 --- ---

8 Con. Plate 260x720x 20 mm 2 Nos 59.00 2.0 --- ---


10 Stiffener 170x250x 10 mm 4 Nos 13.00 1.7 3.4 34


12 Back strip 25x1119x6 mm 4 Nos 5.00 0.1 4.5 45




16 Bracket pl 725x745x36 mm 4 Nos 610.00 11.8 F16 12.0 852

17 Plate 775x850x25 mm 2 Nos 259.00 3.3 --- ---

18 Plate 610x850x20 mm 2 Nos 163.00 3.0 --- ---

19 R / F plate 620 dia x 10 mm 2 Nos 47.00 6.0 4.0 40




23 SS plate 40x555x6 mm 6 Nos 6.00 0.3 6.7 67

24 Bush 330/390/620 dia 2 Nos 1128.00 --- --- ---

25 Pin 330 dia x 815 mm 2 Nos 1094.00 --- --- ---

26 Brass washers 590 dia x5 mm 2 Nos 21.00 --- --- ---

27 Keeper pl 120x530x20 mm 2 Nos 20.00 0.3 --- ---

28 Hex screws 24 dia x50 mm 4 Nos 1.00 --- --- ---

Contd

190

Gas cutting Weld length

in mlength in m



in kg electrodes

Contd

29 Plate washer 100x100x25 mm 8 Nos 16.00 1.6 --- ---

30 Tie holder 390x500x32 mm 2 Nos 98.00 2.6 F16 4.0 284




34 R/F plate 650 dia 10 mm 2 Nos 6.00 6.0 4.0 40

Trunnion tie beam :

35 ISMC-300 : 6652 mm 2 Nos 483.00 1.2 --- ---

36 ISMC-300 : 8652 mm 2 Nos 628.00 1.2 2.4 24

37 Plate 160x6302x10 mm 2 Nos 158.00 12.9 25.5 255

38 Plate 160x8302x10 mm 2 Nos 196.00 16.9 33.6 336

39 Plate 240x300x8 mm 4 Nos 18.00 2.2 4.3 43

40 Plate 160x700x12 mm 4 Nos 42.00 6.7 6.2 62

41 Plate 55x300x12 mm 4 Nos 6.00 1.5 2.9 29

42 Plate 240x370x12 mm 4 Nos 33.00 2.5 4.9 49

43 Bolts 22 dia x 100 mm 40 Nos 20.00 --- --- ---

Sector arms and bracings :

44 Web plate 500x9716x12 mm 2 Nos 915.00 20.5 --- ---

45 Web plate 500x9766x10 mm 2 Mos 767.00 20.5 --- ---


47 Flange plate 360x9556x20 mm 2 Nos 1080.00 19.9 F10 39.7 1112


49 Flange plate 180x10126x12 mm 2 Nos 344.00 20.6 41.3 413




53 Pad plate 360x760x25 mm 2 Nos 107.00 2.3 F10 5.0 140










63 Bracing L 100x100x6 - 3530 mm 4 Nos 130.00 0.8 4.0 40










Contd

191

in m


length in m



in kg electrodes

Contd





77 Gusset pl 160x220x8 mm 8 Nos 18.00 4.3 3.5 35















92 Bolts 22 dia x 75 mm Nos 7.00 --- --- ---

93 Bolts 22 dia x 80 mm 17.00 --- --- ---

94 Bolts 27 dia x 100 mm 18.00 --- --- ---

95 Bolts 24 dia x 90 mm 12.00 --- --- ---

Horizontal girders and bracings :

96 Web plate 1200x14840x10 mm 1 No. 1398.00 4.0 --- ---

97 Flange plate 450x14840x20 mm 1 No. 1048.00 15.3 F10 29.7 832



100 Bracket 700x1085x20 mm 2 Nos 238.00 5.0 F10 6.0 168

101 Bracket 700x1200x20 mm 2 Nos 264.00 5.4 F10 6.0 168






107 Web plate 1200x14840x10 mm 1 No. 1398.00 4.0 --- ---

108 Flange plate 380x14840x20 mm 1 No 885.00 15.2 F10 29.7 832








116 Web plate 800x14840x10 mm 1 No. 932.00 4.0 --- ---


Contd

192


length in m in m



in kg electrodes

Contd































148 Gusset pl 200x700x10 mm 1 No. 11.00 0.9 0.7 7










Skin plate and stiffeners :

158 Skin plate 2980x1800x12 mm 2 Nos 1011.00 6.0 8.9 89





Contd

193

length in m

Weld length

in m

Gas cutting



in kg electrodes

Contd


164 Stiffener 1/2 ISMB 350-10155 mm 14 Nos 3725.00 71.0 284.0 2840

165 Stiffener 1/2 ISMB 350-10646 mm 22 Nos 6136.00 117.0 468.4 4684


167 Flange 100x10015x12 mm 2 Nos 189.00 0.2 20.0 200

168 Seal base 25x2980x16 mm 2 Nos 19.00 0.1 11.9 119






174 Diaphragm 170x391x10 mm 6 Nos 31.00 3.4 8.8 88

End shields :


176 Stiffener L 150x75x8 - 2400 mm 16 Nos 525.00 3.6 6.4 64

177 Shield plate 150 / 715x2300x8mm 2 Nos 125.00 6.9 11.8 118



Guide rollers 4 Nos

180 Plates for guide roller assembly 48.00 5.2 2.9 29

181 Guide roller 4 Nos 30.00 --- --- ---

182 Bronze bush 4 Nos 6.00 --- --- ---

183 Pins 4 Nos 4.00 --- --- ---

184 Bolt/Nut/Washer 2.00 --- --- ---

Seal assembly :

185 Bottom seal 100x15000x20 mm 1 No. --- --- --- ---

186 Side seal 12110x20 mm 2 Nos --- --- --- ---

187 Seal clamp 75x1984x16 mm 2 Nos 37.00 0.2 --- ---





192 Lock plate 30x120x27 mm 24 Nos 18.00 3.6 --- ---

193 GI Bolts 16 dia x 70 mm 388 Nos 67.00 --- --- ---

194 GI Washers 16 dia 388 Nos 9.00 --- --- ---

Total : 57457.00 927.5 2293.7 31038

kg Rm Rm Nos

ABSTRACT :



Plates / Flats : 37729.00 kg

2. Cast steel components : IS : 1030

Trunnion hub / Guide roller : 1895.00 kg


SS plates / Flats : 6.00 kg

Pins : 1098.00 kg

194

Weld length

length in m

Gas cutting

in m


4. Alluminium / Bronze alloy components : IS : 305

Trunnion & Guide roller bush : 1155.00 kg

5. Bolt / Nut / Washer IS :1363

GI Bolts / Nuts / Washers : 76.00 kg

MS Bolts / Nuts / Washers / Screws : 77.00 kg

6. Rubber seals : IS : 11855

Bottom seal : 15.00 Rm

Side seals : 24.22 Rm

7. Other details :





Item Rope drum hoist for spillway radial gate :


Note : 1. Data based on fabrication drawings of 90 t capacity rope drum hoist provided for operating

15 m x 9.75 m radial gates of Kodasalli dam under Kali Stage-II Project in Karnataka.







in kg electrodes

Embedments :

1 Anchor bars 25 dia x 1670 mm 24 Nos 154.00 0.6 --- ---

2 Template 180x1290x12 mm 4 Nos 44.00 5.9 --- ---

3 Anchor plate 180x220x20 mm 4 Nos 25.00 1.6 F10 1.2 34



6 Washers & Nuts for anchor bars 8.00 --- --- ---

7 Bolts / Washers / Nuts 20 dia 4 Nos 1.00 --- --- ---

8 Pack plate 180x180x6 mm 1 No. 2.00 --- --- ---

Hoist supporting structure :

9 Girder ISMB-450 x 2950 mm 4 Nos 854.00 3.0 --- ---








17 Cleats L 75x75x10 - 220 mm 24 Nos 58.00 3.6 17.8 178




Contd

195

Weld lengthGas cutting

in mlength in m



in kg electrodes

Contd

21 R / F plate 180x300x16 mm 4 Nos 26.00 1.9 F10 3.5 98

22 R / F plate 250x250x16 mm 4 Nos 31.00 2.0 F10 4.0 112

23 Gusset plate 170x430x10 mm 2 Nos 12.00 2.0 1.0 10

24 Gusset plate 150x230x8 mm 8 Nos 17.00 3.0 4.3 43

Pulley supporting structure :

25 Girder ISMB-500 - 2040 mm 4 Nos 709.00 4.0 --- ---

26 Flange 500x750x20 mm 4 Nos 236.00 4.8 7.8 78

27 Diaphragm 590x488x12 mm 2 Nos 54.00 2.2 6.3 63



30 Diaphragm 545x590x36 mm 2 Nos 182.00 2.3 F10 6.4 179

31 Diaphragm 590x769x20 mm 2 Nos 141.00 2.7 F10 6.4 179

32 R / F plate 200 dia x 16 mm 4 Nos 20.00 2.5 F10 2.5 70

33 Pin 190 dia x 800 mm 2 Nos 356.00 --- --- ---

34 Nuts 130 dia 4 Nos 1.00 --- --- ---

35 Washers 250/132 dia x 10 mm 2 Nos 6.00 2.4 --- ---

36 Washers 250/120 dia x 10 mm 2 Nos 4.00 2.6 --- ---

37 Pin 170 dia x 534 mm 2 Nos 190.00 --- --- ---


39 Washer 280/172 dia x16 mm 2 Nos 10.00 2.9 --- ---

40 Washer 250/172 dia x 2 mm 2 Nos 2.00 2.6 --- ---

41 Washer 280/172 dia x 2 mm 4 Nos 5.00 2.9 --- ---

42 Plate 200x750x16 mm 2 Nos 38.00 1.9 1.8 18

43 Plate 380x750x16 mm 2 Nos 72.00 2.3 1.8 18

44 Plate 425x1220x10 mm 4 Nos 163.00 6.6 6.6 66

Drive stool :

45 Pad plate 340x340x12 mm 1 No. 11.00 0.7 1.4 14

46 Pad plate 220x620x12 mm 1 No. 13.00 0.8 0.9 9

47 Pad plate 430x620x12 mm 1 No. 25.00 1.1 2.5 25

48 Pad plate 260x400x12 mm 1 No. 16.00 0.7 1.0 10


50 Flange 90 x 1890x12 mm 2 Nos 31.00 4.0 7.6 76


52 Stiffener 192x251x8 mm 1 No. 3.00 0.5 1.3 13







59 Shim plates 340x340x2/2/1 mm 1 each 5.00 --- --- ---

60 Shim plate 220x620x2/2/1 mm 1 each 5.00 --- --- ---

61 Shim plate 430x620x2/2/1 mm 1 each 10.00 --- --- ---

62 Bolts / Washers / Nuts 6.00 --- --- ---

Gear box :


Contd

Weld length

length in m

Gas cutting

196

in m



in kg electrodes

Contd






69 Flange pl 140x2358x16 mm 2 Nos 82.00 5.0 9.4 94











80 Drum support 400x570x20 mm 4 Nos 144.00 4.5 F10 4.0 112


82 Pad plate 120x430x10 mm 4 Nos 16.00 2.2 4.4 44







89 Bolts / Nuts / Washers 10.00 --- --- ---

Floating shaft :

90 Pipe 300 dia x 6671 mm 2 Nos 983.00 --- --- ---

91 Flange pl 440/325 dia x 25 mm 4 Nos 54.00 9.6 F16 4.0 284

92 Plate 440 dia x 14 mm 1 No. 17.00 1.4 --- ---


94 Plate 300 dia x 8 mm 2 Nos 9.00 2.0 2.0 20


Gear box coupling :

96 Plate 440/153 dia x 25 mm 2 Nos 54.00 3.7 F10 1.9 19

97 Hub 150 dia x 83 mm 2 Nos 20.00 --- --- ---


Other components :

99 Plummer blocks for drums 4 Nos 192.00 --- --- ---

100 Bronze bush for plummers 4 Nos 32.00 --- --- ---


102 Plummer blocks for gears 4 Nos 110.00 --- --- ---

103 Bronze bush for plummers 4 Nos 28.00 --- --- ---


105 Pulleys 720 PCD 6 Nos 1080.00 --- --- ---

106 Bush for pulleys 6 Nos 84.00 --- --- ---

Contd

Weld length

length in m in m

197

Gas cutting



in kg electrodes

Contd

107 Roap drums 290 dia x 1170 mm 2 Nos 2370.00 --- --- ---

108 Shafts for drums / pinions 557.00 --- --- ---

109 Gears 1310.00 --- --- ---

110 Pinions 218.00 --- ---

Covers for gear and drive units :

111 ISA 45x45x5 mm 100.00 4.0 4.0 40

112 Plates / Flats 250.00 16.0 20.0 200

113 Round bars 15.00 0.1 0.5 5

114 Bolt/Nut/Washers 10.00 --- --- ---

Other components :

115 Manual operation assembly 124.00 10.0 10.0 100

116 Gate position indicator 25.00 --- --- ---

117 Wire rope 36 mm dia 448.00 --- --- ---

118 Elecon gear units 1000.00 --- --- ---

119 Electric motor 20 hp 1 No. 150.00 --- --- ---

120 Ele-magnetic brake 29.00 --- --- ---

121 Bolts / Nuts / Washers for above 15.00 --- --- ---

Total : 15440.00 254.6 447.2 5304

kg Rm Rm Nos

ABSTRACT :





Rope drums 2 Nos / Gears 4 Nos : 3680.00 kg

Pinions : 218.00 kg

Pulleys 720 PCD 6 Nos : 1080.00 kg


3. Alloy steel steel components : IS : 1570

Shafts : 557.00 kg

Pins : 546.00 kg

4. Alluminium/ Bronze alloy components : IS : 305


Bolt / Nut / Washers IS : 1363


5. Wire rope : IS : 2266

36 mm dia 6 / 37 construction 2 Nos : 100 Rm

6. Other components :


Elecon gears : 2 Nos





7. Other details :


198

length in m in m






Item: Foot bridge ( catwalk ) at spillway trunnion level :


Note : 1. Data based on fabrication drawings of 15 m clear span and 1 m wide catwalk provided for

Alamatti dam spillway under Upper Krishna Project in Karnataka.







in kg electrodes

1 ISMB 500 x 17900 mm 2 Nos 3111.00 5.2 2.0 20

2 ISMB 200 x 990 mm 15 Nos 377.00 10.0 6.0 60

3 ISA 75x75x8 x 150 mm 60 Nos 80.00 9.0 36.0 360

4 ISA 75x75x8 x 17900 mm 2 Nos 319.00 1.0 72.0 720

5 ISA 75x75x8 x 1000 mm 30 Nos 267.00 4.5 4.5 45

6 Chequered pl 990 x 17900 mm 1 No. 835.00 20.0 F3 20.0 80

7 32 dia pipe 17900 mm 4 Nos 225.00 --- --- ---

8 Plate 300x300x12 mm 8 Nos 68.00 5.0 5.0 50

9 Plate 250x400x12 mm 4 Nos 28.00 2.5 5.2 52

10 Bolt/Nut/Washer 20 dia x 60 mm 16 Nos 8.00 --- --- ---

Total : 5318.00 57.2 150.7 1387

kg Rm Rm Nos

ABSTRACT :



Structural steel plates / flats : 96.00 kg

2. Chequered plates : 835.00 kg

3. Bolts / Nuts / Washers : IS : 1363



MS pipes 32 mm dia : 71.60 Rm

5. Other details :





Item: Embedded parts for spillway stoplog gate :


Note : 1. Data based on embedded parts fabrication drawings of stoplog gates provided Kodasalli dam

spillway under Kali Stage-II Project in Karnataka.


199

in mlength in m






the requirement of electrodes per metre length of weld is based on standard welding tables.


in kg electrodes

First stage anchors :

1 Anchor plate 80x280x10 mm 36 Nos 63.00 2.9 --- ---

2 Anchor bars dia 12 x 360 mm 72 Nos 26.00 0.9 2.7 27





Embedded parts :

7 SS plate 100x2400x6 mm 4 Nos 45.00 0.4 F4 19.6 88






13 Track plate 180x2400x32 mm 4 Nos 434.00 10.3 DV 0.8 53



16 Tr Angle 150x75x8 x 2400 mm 4 Nos 132.00 0.9 20.1 201





21 Cleat ISA 75x75x8 x 100 mm 72 Nos 64.00 10.8 14.4 144



24 Sill beam flange 130x2600x12 mm 2 Nos 64.00 5.5 DV 0.5 6

25 Sill beam flange 130x2650x12 mm 4 Nos 130.00 11.1 DV 1.0 12

26 Sill beam web 150x2600x10 mm 2 Nos 61.00 5.5 11.0 110

27 Sill beam web 150x2650x10 mm 4 Nos 125.00 11.2 22.4 224





32 Guide plate 140x2625x16 mm 6 Nos 277.00 16.6 DV 1.7 33


34 Anchor bolt dia 16 x 200 mm 144 Nos 46.00 2.3 7.3 73

35 Anchor bolt dia 16 x 185 mm 144 Nos 42.00 2.3 7.3 73

36 Nuts / Washers dia 16 mm 576 each 24.00 --- --- ---


38 Guide plate 140x3225x16 mm 2 Nos 113.00 6.7 DV 0.5 9

Contd

in m

200


length in m



in kg electrodes

Contd

Dogging set :

39 Bearing pl 150x200x25 mm 2 Nos 12.00 0.7 --- ---

40 Anchors 60x250x10 mm 4 Nos 5.00 0.3 0.5 5

41 Diaphragm pl 596x790x12 mm 2 Nos 89.00 2.8 1.2 12

42 Beam 150x750x36 mm 2 Nos 64.00 0.9 --- ---

43 R / F plates 130x290x16 mm 4 Nos 19.00 1.7 1.0 10

44 Guide plate 140x220x25 mm 2 Nos 12.00 0.7 SV 0.5 6

45 Handle / stopper 2.00 --- 0.2 2

Total : 3179.00 162.9 302.5 3068

kg Rm Rm Nos

ABSTRACT :





SS plates for wheel track : 235.00 kg

SS plates for seal seat : 166.00 kg



4. Other details :






Item: Spillway stoplog gate elements :


Note : 1. Data based on fabrication drawings of stoplog gate elements provided Kodasalli dam spillway

under Kali Stage-II Project in Karnataka.






Data for 1 element ( size 15 m x 1.2 m ) : 8 elements considered.


in kg electrodes

Gate leaf :

1 Skin plate 1200x15620x16 mm 1 No. 2354.00 2.4 DV 2.4 46




Contd

201

in m

Weld length

Weld length

length in m

Gas cutting

Gas cutting

in mlength in m



in kg electrodes

Contd

5 Flange 345x15816x20 mm 2 Nos 1713.00 33.0 --- ---

6 Bracing ISA 65x65x6 x 730 mm 4 Nos 17.00 0.5 3.0 30

7 Bracing ISA 65x65x6 x 1339 mm 4 Nos 31.00 0.5 2.5 25

8 Plate 550x1200x16 mm 2 Nos 166.00 3.5 8.0 80

9 Slide block 40x1200x40 mm 2 Nos 30.00 0.1 F8 4.8 86

10 Bronze padding for slide blocks 6.00 --- --- ---


12 Seal support 25x14955x16 mm 1 Nos 47.00 --- 30.0 300

13 Plate 140x140x12 mm 4 Nos 7.00 1.1 2.3 23

14 Pin support 300x523x16 mm 4 Nos 79.00 3.4 6.0 60

15 Pin 80 dia x 160 mm 2 Nos 13.00 --- --- ---




19 Plate 150x150x10 mm 6 Nos 11.00 1.8 2.7 27


21 Plate 100x14965x10 mm 1 No 117.00 0.2 30.0 300


23 Plate 120x1004x10 mm 8 Nos 76.00 9.0 19.9 199

Guide Shoe :

24 Plate 200x220x12 mm 4 Nos 17.00 1.7 --- ---

25 Plate 97x220x12 mm 8 Nos 16.00 0.8 1.8 18

26 Plate 28x220x12 mm 4 Nos 2.00 0.6 SV 1.8 36

27 Plate 92x70x10 mm 8 Nos 4.00 --- 2.9 29

28 Shims 7.00 --- --- ---

29 Bolt/Nut/Washer 20 dia x60 mm 16 Nos 6.00 --- --- ---

Seal assembly :

30 Bottom seal 100x15000x16 mm 1 No --- --- --- ---

31 Side seals 100x1200x12 mm 2 Nos --- --- --- ---

32 Seal clamp 90x1566x16 mm 2 Nos 35.00 --- --- ---




36 GI Bolts / Nuts 16 dia x 80 mm 24 Nos 5.00 --- --- ---

37 GI Bolt / Nuts 16 dia x 75 mm 152 Nos 29.00 --- --- ---

38 Washers 16 dia 176 Nos 2.00 --- --- ---

Total for 1 element 8890.00 122.4 412.4 4202

Total for 8 elements 71120.00 979.2 3299.2 33616

Additional supports for bottom element :

39 ISA 65x65x6 x 1000 mm 3 Nos 37.00 0.4 1.0 10

Total : 71157.00 979.6 3300.2 33626

kg Rm Rm Nos

ABSTRACT :( For 8 Elements )


Angles / Beams / Channels : 461.00 kg


202

length in m

Weld length

in m

Gas cutting



Pin : 104.00 kg


Bronze pads : 48.00 kg




5. Rubber seal : IS : 11855

Bottom seal ( uncladed ) : 120.00 Rm

Side seal ( uncladed ) : 19.20 Rm

6. Other details :





Item: Lifting beam for spillway stoplog gate elements :


Note : 1. Data based on fabrication drawings of lifting beam for operating the stoplog gate elements

provided for Kodasalli dam spillway under Kali Stage-II Project in Karnataka.







in kg electrodes

1 Web plate 540x15476x8 mm 2 Nos 1050.00 33.0 ---



4 End plate 560x1120x12 mm 2 Nos 118.00 3.4 2.3 23


6 Hook plate 350x625x20 mm 4 Nos 137.00 3.9 4.6 46


8 Plate 120x125x10 mm 8 Nos 9.00 2.0 3.9 39

9 Plate 200x200x16 mm 4 Nos 20.00 1.6 3.2 32

10 Plate 160x1130x10 mm 4 Nos 57.00 9.5 --- ---

11 Plate 122x165x20 mm 2 Nos 6.00 0.6 0.5 5

12 Plate 60x162x10 mm 4 Nos 3.00 0.9 1.0 10

13 Plate 140x140x20 mm 10 Nos 31.00 2.8 --- ---

14 Plate 200x2071x20 mm 48 Nos 260.00 17.0 --- ---

15 Plate 427x604x25 mm 2 Nos 101.00 3.0 --- ---

16 Hook 315x815x60 mm 2 Nos 100.00 --- --- ---

17 Plate 100x160x20 mm 2 Nos 5.00 0.2 0.5 5

18 Bush dia 105 / 85 x 120 mm 2 Nos 5.00 --- --- ---

19 Pin dia 85 x 268 mm 2 Nos 24.00 --- --- ---

20 Keeper pl 40x140x10 mm 4 Nos 2.00 --- --- ---

Contd

203

in m


length in m



in kg electrodes

Contd

21 Pin dia 90 x 285 mm 2 Nos 29.00 --- --- ---

22 Pin dia 120 x 252 mm 1 Nos 22.00 --- --- ---

23 Pin dia 85 x 300 mm 2 Nos 26.00 --- --- ---

24 Guide shoe pl 150x150x12 mm 4 Nos 8.00 1.2 --- ---

25 Guide shoe pl 103x150x12 mm 8 Nos 12.00 2.0 1.2 12

26 Plate 26x150x12 mm 4 Nos 2.00 0.7 SV 1.2 24




30 Rod dia 60 x 300 mm 2 Nos 13.00 0.2 0.7 7

31 Stopper pl 60x210x20 mm 2 Nos 4.00 0.2 0.5 5

32 Plate 40x150x12 mm 1 No. 1.00 --- --- ---

33 Bolt/Nut/Washer dia 24 x150 mm 2 Nos 1.00 --- --- ---

34 Bolt/Nut/Washer dia 16 x35 mm 16 Nos 2.00 --- --- ---

35 Plate 210x540x10 mm 8 Nos 71.00 6.0 17.3 173

Total : 3528.00 172.4 210.9 2121

kg Rm Rm Nos

ABSTRACT :


Angle / Channel / Beam / Bar : 13.00 kg



Pin : 101.00 kg

3. Forged steel components : IS : 2004

Hook : 103.00 kg


Bush : 5.00 kg

5. Bolts / Nuts / Washers IS : 1363


6. Other details :





Item: Spillway gantry crane :


Note : 1. Data based on fabrication drawings of 25 t moving gantry crane for operating the stoplog

gate elements provided for Alamatti dam spillway under Upper Krishna Project in Karnataka.






204

Weld length

length in m in m

Gas cutting



in kg electrodes

Gantry portal :

1 Plate 850/450x2650x10 mm 4 Nos 544.00 16.0 --- ---

2 Plate 1500/850x2800x10 mm 4 Nos 858.00 20.0 DV 6.8 61

3 Plate 850/650x2700x10 mm 4 Nos 638.00 17.0 DV 2.6 25

4 Plate 1500/650x2650x10 mm 4 Nos 651.00 18.0 --- ---

5 Plate 320x10700x20 mm 2 Nos 1076.00 22.0 F10 86.0 2408

6 Plate 320x2589x20 mm 2 Nos 260.00 5.8 F10 22.0 616

7 Plate 320x1300x20 mm 2 Nos 131.00 3.3 F10 10.4 291

8 Plate 320x1050x20 mm 2 Nos 106.00 2.8 F10 9.7 272

9 Plate 320x2757x20 mm 2 Nos 277.00 6.2 F10 23.4 655

10 Plate 320x1050x20 mm 2 Nos 106.00 2.8 F10 9.7 272

11 Plate 320x282x20 mm 8 Nos 114.00 4.8 DV 19.3 560

12 Plate 320x728x20 mm 2 Nos 73.00 2.1 6.8 68

13 Plate 320x450x16 mm 4 Nos 73.00 3.1 9.8 98

14 Plate 320x650x16 mm 4 Nos 105.00 3.9 13.0 130

15 Plate 320x500x10 mm 4 Nos 50.00 3.3 6.5 65

16 Plate 280x489x8 mm 2 Nos 17.00 1.5 5.0 50

17 Plate 280x584x8 mm 2 Nos 21.00 1.8 5.8 58

18 Plate 280x725x8 mm 2 Nos 25.00 2.0 6.9 69

19 Plate 280x850x8 mm 6 Nos 90.00 6.8 23.8 238

20 Plate 280x839x8 mm 2 Nos 29.00 2.3 7.8 78






26 Plate 320x4231x16 mm 8 Nos 1361.00 36.4 --- ---

27 Plate 500/380x4230x10 mm 8 Nos 1328.00 40.0 135.4 1354

28 Plate 240x240x10 mm 8 Nos 36.00 3.9 7.7 77

29 Washer dia 160x10 mm 4 Nos 8.00 2.0 2.0 20


31 Plate 280x468x8 mm 4 Nos 33.00 3.0 9.7 97

32 Plate 280x431x8 mm 4 Nos 30.00 2.9 9.1 91

33 Plate 280x393x8 mm 4 Nos 28.00 2.7 8.5 85

34 Plate 280x380x8 mm 4 Nos 27.00 2.6 8.3 83

35 Flange pl 380x7176x8 mm 2 Nos 342.00 15.1 --- ---

36 Web plate 250x7176x8 mm 2 Nos 225.00 14.9 SV 28.7 344




40 Web plate 450x7176x8 mm 2 Nos 406.00 15.3 SV 28.7 259






46 Plate 400x7140x14 mm 2 Nos 628.00 15.0 --- ---

Contd

205


in mlength in m



in kg electrodes

Contd

47 Plate 1000x7140x10 mm 2 Nos 1121.00 16.3 SV 28.6 429

48 Plate 360x1000x8 mm 10 Nos 226.00 13.6 47.2 472

49 Plate 350x460x10 mm 4 Nos 51.00 3.3 6.5 65

50 Pin dia 80 x 520 mm 2 Nos 41.00 --- --- ---


52 Screw dia 12 x 50 mm 8 Nos 2.00 --- --- ---

53 Plate 255x320x12 mm 16 Nos 123.00 9.2 --- ---

54 Plate 180x450x8 mm 16 Nos 81.00 10.0 --- ---

55 Bolt/Nut/Washer dia 10x40 mm 160 Nos 6.00 --- --- ---


57 Plate 350x450x12 mm 4 Nos 60.00 3.2 6.4 64

58 Plate 400x540x16 mm 4 Nos 108.00 3.8 F10 7.5 210

59 Plate 270x500x12 mm 4 Nos 52.00 3.1 6.2 62

Long travel wheel bogie :

60 Plate 520x1400x16 mm 4 Nos 366.00 7.7 --- ---

61 Plate 520x1556x16 mm 4 Nos 407.00 8.3 --- ---

62 Plate 500x562x16 mm 4 Nos 141.00 4.3 F8 4.5 81

63 Plate 350x430x16 mm 6 Nos 113.00 4.1 F8 7.3 131

64 Plate 325x606x16 mm 2 Nos 50.00 1.9 F8 3.0 54

65 Plate 176x386x10 mm 6 Nos 32.00 3.4 13.5 135

66 Plate 395x386x10 mm 6 Nos 72.00 4.7 9.5 95

67 Plate 386x520x10 mm 2 Nos 31.00 1.8 2.8 28

68 Plate 100x386x10 mm 4 Nos 12.00 0.4 0.1 1

69 Plate 75x370x10 mm 4 Nos 9.00 0.3 0.8 8

70 Plate 100x370x10 mm 12 Nos 35.00 1.2 13.7 137

71 Plate 85x125x10 mm 24 Nos 20.00 5.0 10.1 101

72 Plate 240x240x10 mm 16 Nos 72.00 7.7 15.4 154

73 Plate 400x515x20 mm 4 Nos 129.00 3.7 F8 7.3 131

74 Plate 314x350x20 mm 8 Nos 138.00 5.3 F8 5.6 101

75 Plate 120x120x10 mm 8 Nos 9.00 2.0 3.9 39

76 Plate 125x475x10 mm 8 Nos 37.00 4.8 11.6 116

77 ISMC100 x 845 mm 2 Nos 16.00 0.4 1.5 15

78 ISMC100 x 845 mm 3 Nos 23.00 0.6 1.0 10

79 ISA 75x75x6 x 560 mm 4 Nos 15.00 0.6 0.6 6

80 Plate 230x440x10 mm 1 No 8.00 0.7 2.0 20

81 Plate 130x360x10 mm 1 No 4.00 0.5 1.0 10

82 Plate 230x270x10 mm 1 No 5.00 0.5 0.8 8


84 Pin dia 100x515 mm 4 Nos 127.00 --- --- ---

Long travel wheel / gear / pinion / shafts :

85 LT wheel 500 mm dia 8 Nos 1600.00 --- --- ---

86 Wheel pin dia 120 x 442 mm 8 Nos 314.00 --- --- ---

87 Sleeve for pin 150/115 dia x 340 mm 8 No 156.00 --- --- ---

88 Wheel retainer 16 Nos 32.00 --- --- ---

89 Gear 320 PCD x 75 mm 2 Nos 90.00 --- --- ---

90 Sleeve for gear 2 Nos 3.00 --- --- ---

Contd

206

in m


length in m



in kg electrodes

Contd

91 Gear shaft 75/60 dia x 440 mm 2 Nos 30.00 --- --- ---

92 Gear retainer 4 Nos 6.00 --- --- ---

93 Rim gear 400 PCD x 80 mm 4 Nos 280.00 --- --- ---

94 Pinion 136 PCD x 80 mm 2 Nos 16.00 --- --- ---

95 Pinion retainer 2 Nos 2.00 --- --- ---


97 Plate 50x180x12 mm 16 Nos 14.00 0.8 --- ---

98 Plate 40x130x10 mm 2 Nos 1.00 0.1 --- ---

99 Plate 40x120x10 mm 2 Nos 1.00 0.1 --- ---


101 Wheel bearing 16 Nos 80.00 --- --- ---

102 Gear bearing 4 Nos 16.00 --- --- ---

Long travel drive assembly :

103 Motor 5 hp 2 Nos 75.00 --- --- ---

104 Solenoid operated brake 2 Nos 25.00 --- --- ---

105 Worm reducer 2 Nos 500.00 --- --- ---

Trolley structure :

106 ISMB 400 x 1990 mm 2 Nos 246.00 3.0 6.0 60

107 ISMC 300 x 1990 mm 2 Nos 143.00 1.0 4.5 45

108 ISMC 150 x 1980 mm 2 Nos 65.00 0.6 2.4 24

109 ISMC 150 x 1685 mm 4 Nos 111.00 1.2 2.4 24

110 ISMC 150 x 1230 mm 2 Nos 41.00 0.6 2.4 24

111 ISMC 150 x 990 mm 2 Nos 32.00 0.6 2.4 24

112 ISMC 250 x 1265 mm 2 Nos 77.00 0.8 2.8 28

113 ISA 100x100x6 x 1265 mm 8 Nos 94.00 1.6 3.2 32

114 Plate 430x590x10 mm 1 No. 20.00 1.0 1.2 12

115 Plate 360x360x10 mm 1 No. 10.00 0.7 1.1 11

116 Plate 300x500x12 mm 2 Nos 28.00 1.6 2.0 20




120 Plate 240x457x20 mm 4 Nos 69.00 2.8 4.6 46

121 Plate 240x325x20 mm 4 Nos 49.00 2.3 3.6 36

122 Plate 110x400x10 mm 24 Nos 83.00 12.3 29.8 298

123 Plate 110x800x10 mm 12 Nos 83.00 10.9 24.5 245

124 Plate 110x394x10 mm 10 Nos 14.00 2.0 4.9 49

125 ISA 75x75x6 x 200 mm 4 Nos 6.00 0.6 1.4 14






131 Plate 100x160x16 mm 16 Nos 32.00 4.2 6.4 64

132 Plate 300x160x16 mm 4 Nos 24.00 1.9 3.7 37



Contd

Weld length

207

in mlength in m

Gas cutting



in kg electrodes

Contd


136 Plate 280x280x20 mm 4 Nos 49.00 2.3 3.4 34

137 Plate 230x380x8 mm 2 Nos 11.00 1.2 2.4 24

138 ISA 100x100x6 x 770 mm 4 Nos 28.00 0.8 1.6 16

139 ISA 100x100x6 x 425 mm 4 Nos 16.00 0.8 1.6 16

140 ISA 100x100x6 x 440 mm 4 Nos 16.00 0.8 1.6 16

141 ISA 100x100x8 x 800 mm 2 Nos 19.00 0.4 3.5 35

142 Plate 85x90x8 mm 4 Nos 2.00 0.7 2.1 21

143 ISA 75x75x6 x 475 mm 2 Nos 7.00 0.3 0.6 6

144 ISMC 150 x 440 mm 2 Nos 15.00 0.6 1.2 12

145 Plate 200x250x10 mm 1 No. 4.00 0.5 0.6 6

End gear box base frame :

146 ISMC 300 x 1750 mm 2 Nos 126.00 1.0 4.8 48

147 ISMC 300 x 1425 mm 2 Nos 103.00 1.0 --- ---

148 ISMC 300 x 1020 mm 2 Nos 74.00 1.0 4.8 48

149 ISMC 300 x 1072 mm 2 Nos 77.00 1.0 4.8 48

150 ISMC 300 x 830 mm 2 Nos 60.00 1.0 4.8 48

151 ISMC 300 x 345 mm 2 Nos 25.00 1.0 4.8 48

152 Plate 110x1750x12 mm 2 Nos 36.00 3.7 1.8 18

153 Plate 110x730x12 mm 2 Nos 15.00 1.7 0.8 8

154 Plate 60x1020x12 mm 2 Nos 12.00 0.2 1.4 14

155 Plate 305x500x20 mm 3 Nos 72.00 2.4 2.7 27

156 Plate 110x325x10 mm 4 Nos 11.00 1.8 2.5 25

157 Plate 180x285x10 mm 12 Nos 48.00 5.6 13.3 133

158 Plate 130x285x10 mm 6 Nos 18.00 2.5 6.1 61

159 Plate 70x160x10 mm 8 Nos 7.00 1.9 3.7 37

160 Plate 70x120x10 mm 4 Nos 3.00 0.8 1.5 15

161 Plate 100x350x10 mm 2 Nos 6.00 0.9 0.8 8

162 Plate 110x1750x20 mm 2 Nos 61.00 3.7 F10 7.0 196

163 Plate 110x1020x20 mm 2 Nos 35.00 2.3 F10 4.1 115

164 Plate 110x830x20 mm 2 Nos 29.00 1.9 F10 3.3 92

Cross travel assembly :

165 Cross travel wheels 450 mm dia 4 Nos 320.00 --- --- ---

166 CT wheel gear 498 PCD x 80 mm 2 Nos 150.00 --- --- ---

167 Pinion and shaft dia 60 x 535 mm 2 Nos 30.00 --- --- ---

168 Driving wheel shaft 435 mm long 2 Nos 48.00 --- --- ---

169 Floating shaft 60 dia x 2536 mm 2 Nos 116.00 --- --- ---

170 Bearing journals 8 Nos 344.00 --- --- ---

171 Idle wheel shaft 270 long mm 2 Nos 32.00 --- --- ---

172 Wheel gear shaft 485 mm long 2 Nos 30.00 --- --- ---

173 Outer retainer dia 220/92x6 mm 8 Nos 16.00 --- --- ---

174 Inner retainer dia 220/117x6 mm 8 Nos 12.00 --- --- ---

175 Pillow block with bronze bush 4 Nos 60.00 --- --- ---

176 Collars dia 115x32 mm 2 Nos 5.00 --- --- ---

177 Flexible coupling 2 Nos 25.00 --- --- ---

178 Flanged coupling 2 Nos 30.00 --- --- ---

Contd

in m


208

length in m



in kg electrodes

Contd

179 Flanged coupling 2 Nos 70.00 --- --- ---

Drum and gear assembly :

180 Rope drum 600 PCD x 1095 mm 2 Nos 1320.00 --- --- ---

181 Drum hub bush 2 Nos 10.00 --- --- ---

182 Drum gear 876 PCD x 1351 mm 2 Nos 330.00 --- --- ---

183 Second gear 570 PCD x 60 mm 2 Nos 160.00 --- --- ---

184 Bearing bush 2 Nos 4.00 --- --- ---

185 Pinion 1st reduction 216 PCD 2 Nos 64.00 --- --- ---

186 Pinion 2nd reduction 190 PCD 2 Nos 26.00 --- --- ---

187 Drum shaft 2 Nos 146.00 --- --- ---

188 Pinion shaft 2 Nos 76.00 --- --- ---

189 Third shaft 2 Nos 48.00 --- --- ---

190 Plummer blocks 8 Nos 120.00 --- ---


192 Drum spacers 4 Nos 28.00 --- --- ---

193 Clamp 100x150x25 mm 4 Nos 12.00 0.4 --- ---

194 Bolt / Nut dia 20 x 100 mm 12 Nos 3.00 --- --- ---

195 Bolt / Nut dia 20 x 80 mm 8 Nos 2.00 --- --- ---

198 Keys ( various size ) 8 Nos 3.00 --- --- ---


Sheave assembly :

200 Plate 760x1680x12 mm 2 Nos 200.00 6.0 --- ---

201 Plate dia 300 x 8 mm 4 Nos 18.00 3.8 3.8 38

202 Plate 50x210x10 mm 1 No. 1.00 --- --- ---

203 ISA 75x75x6 x 75 mm 2 Nos 1.00 0.3 0.6 6

204 Plate 232/126x 950x3 mm 2 Nos 10.00 2.0 2.0 8

205 Main sheave 500 mm dia 2 Nos 200.00 --- --- ---

206 Balancing sheave 320 mm dia 1 No. 75.00 --- --- ---

207 Sheave bearing bush 6 Nos 50.00 --- --- ---

208 Main sheave pin 2 Nos 57.00 --- --- ---

209 Balancing sheave pin 1 No. 26.00 --- --- ---

210 Hook cross piece 1 No. 10.00 --- --- ---

211 Shanh hook 1 No. 100.00 --- --- ---

212 Hook nut 1 No. 17.00 --- --- ---

213 Hook lock pl 1 No. 20.00 --- --- ---

214 Keeper plates 8 Nos 5.00 0.4 --- ---

215 Plate 230x230x8 mm 2 Nos 7.00 1.8 1.8 18

216 Thruster bearing for hook 1 No. 5.00 --- --- ---

217 Wire rope 28 mm dia 6/37 con 150 m 406.00 --- --- ---

Trolley drive :

218 Motor 3 hp for cross travel drive 1 No. 25.00 --- --- ---

219 Motor 17.5 hp for load 1 No. 75.00 --- --- ---

220 Worm reducer 2 Nos 800.00 --- --- ---

221 Thruster brake 1 No. 25.00 --- --- ---

222 Solenoid operated brake 1 No. 25.00 --- --- ---

223 Brake for CT 1 No. 25.00 --- --- ---

Contd

Weld length

209

Gas cutting

length in m in m



in kg electrodes

Contd

Platform / Ladder :

224 Chequered pl 6 mm th 16 sqm 800.00 18.0 2.0 14

225 ISA 60x60x6 mm Hand railing 12 Rm 64.00 1.5 2.5 25

226 Pipe 32 mm dia for railing/ ladder 50 Rm 150.00 --- --- ---

227 Angles for cabin / ladder / covers etc 200.00 1.0 2.0 20

228 Plates for cabin / covers 270.00 17.5 12.6 57

30856.00 760.6 1260.0 16561

kg Rm Rm Nos

ABSTRACT :


Angle / Channel / Beam / Bars : 1700.00 kg


Chequered plate for platform covering : 800.00 kg


Rope drums : 1320.00 kg

Gears : 1016.00 kg

Wheels with retainers : 1980.00 kg

Pinions : 149.00 kg

Pulley / sheave : 275.00 kg

Plummer blocks / Bearing journals : 508.00 kg

Couplings / Sleeves : 309.00 kg


Pins : 524.00 kg

Shafts : 556.00 kg

4. Forged steel components : IS : 2004

Hook : 127.00 kg


Bearings / Bushes : 181.00 kg


28 mm dia 6/37 construction : 150 Rm





Electric motor 5 hp : 2 Nos.



Brakes 4 Nos : 4 Nos

Pipe 32 mm dia for railing / ladder : 50 Rm

9. Other details :




210

Gas cutting

in m

Weld length

length in m



Item: Rail track for Spillway gantry crane :


Note : 1. Data based on fabrication drawings of 200 metre length rail track for moving gantry crane

provided for Kodasalli dam spillway under Kali Stage-II Project in Karnataka.







in kg electrodes

1 Track rail 45 kg / m 2 x 200 m 18000.00 --- --- ---

2 Anchor rod dia 16 x 430 mm 1068 Nos. 726.00 17.0 F5 53.6 375

3 Cleat ISA 65x65x6 x 260 mm 534 Nos. 805.00 69.5 --- ---

4 Packing plate 50x50x10 mm 1068 Nos 210.00 53.4 F5 53.4 374

5 Clamp 50x90x8 mm 1068 Nos 302.00 53.4 F5 53.4 374

6 Bolt 60 mm / Nut / Washer 16 dia 1068 240.00 --- --- ---

7 Plate 180x1200x12 mm 20 Nos 407.00 27.6 48.0 480

8 Buffers 150x190x36 mm 4 Nos 32.00 1.4 F16 1.5 107

Total : 20722.00 222.3 209.9 1710.00

kg Rm Rm Nos

ABSTRACT :







Rails 45 kg / m : 18000.00 kg

4. Other details :





Item: Embedded parts without groove lining for river / canal sluice service gate :


Note : 1. Data based on emedded parts ( with out groove liner ) fabrication drawings for river sluice

service gate provided for Tunga dam under Upper Tunga Project in Karnataka.






211

Weld length

in m

Gas cutting

length in m



in kg electrodes



2 Anchor bar 12 dia x 350 mm 56 Nos 18.00 0.7 1.0 10











Embedded parts :

13 Anchor bolt 16 dia x 285 mm 48 Nos 22.00 0.8 F8 2.4 43




17 Alignment plate 100x210x10 mm 28 Nos 46.00 2.8 --- ---



20 Split anchor plate 60x400x6 mm 20 Nos 23.00 10.4 3.6 36

21 Nut / Washer for anchor bolts 200 Nos 10.00 --- --- ---

22 SS track 115x6750x10 mm 2 Nos 122.00 13.7 27.5 275

23 Track base 130x7100x12 mm 2 Nos 174.00 14.5 28.4 284

24 Track base ISMB 200x7100 mm 2 Nos 360.00 0.6 --- ---

25 Sill beam ISMB 200x2300 mm 1 No. 58.00 0.3 --- ---

26 SS seal seat 115x2300x6 mm 1 No. 12.00 2.4 F4 4.6 21

27 SS seal seat 80x3035x5 mm 2 Nos. 19.00 6.3 F4 12.2 55

28 Seal base ISA100x100x8 x3020 mm 2 No 73.00 0.4 --- ---


30 SS seal seat 1680x1975xx5 mm 1 No. 130.00 3.7 F4 7.3 33

31 Seal base 1700x2000x20 mm 2 Nos 1068.00 7.4 --- ---

32 Guide 120x2200x20 mm 2 Nos 82.00 4.7 --- ---

33 Guide 120x2400x20 mm 4 Nos 180.00 10.1 --- ---





38 Cleat ISA75x75x8 x 80 mm 24 Nos 17.00 3.6 4.8 48

39 Spacer pipe/ washer 20 dia x 20 mm 1.00 --- --- ---

40 Bolt / Nut / Washer 16 dia x 60 mm 8 No 2.00 --- --- ---

Total : 3172.00 151.9 190.9 1776.0

kg Rm Rm Nos

ABSTRACT :




212

length in m in m




Stainless steel plates : 414.00 kg


MS Bolt / Nut / Washer : 61.00 kg

4. Other details :






Item: Embedded parts with groove lining for river / canal sluice service gate :


Note : 1. Data based on emedded parts ( with groove liner ) fabrication drawings for river sluice service

gate provided for Kodasalli dam under Kali Stage- II Project in Karnataka.







in kg electrodes


1 Plate 80x210x10 mm 162 Nos 214.00 13.0 --- ---


3 Plate 80x80x10 mm 82 Nos 41.00 6.6 --- ---


Embedded parts :


6 Liner plate 666x3550x20 mm 1 No. 371.00 4.2 --- ---





11 SS B/W seat 1300x2720x6 mm 1 No. 167.00 4.0 F4 8.0 36

12 SS B/W seat 1976x2720x6 mm 1 No. 253.00 4.7 F4 9.4 42

13 Base plate 2000x2750x20 mm 1 No. 864.00 4.8 DV 2.8 87

14 base plate 2000x3640x20 mm 1 No. 1143.00 5.7 --- ---

15 Bottom liner Gr 484x2600x20 mm 1 No. 198.00 3.1 5.2 52





20 SS track plate 150x3000x20 mm 2 Nos 141.00 6.3 12.3 123

21 Track base pl 200x3000x40 mm 2 Nos 377.00 6.4 DV 0.4 56


Contd

in mlength in m

213




in kg electrodes

Contd

23 Track ISMB 150 x 4200 mm 8 Nos 504.00 2.4 DV 2.4 36



26 Guide 110x2050x16 mm 20 Nos 566.00 43.2 DV 2.2 36

27 Anchor bolt 16 dia x 300 mm 12 Nos 6.00 0.2 0.6 6




31 Nut / Washer for 16 dia bolt 672 Nos 29.00 --- --- ---

32 Cover plate 270x290x10 mm 4 Nos 25.00 2.3 --- ---


34 Split anchor 80x400x8 mm 25 Nos 50.00 4.0 5.5 55

35 Bolt/Nut/Washer 25 diax65 mm 24 Nos 7.00 --- --- ---

36 Track base pl 220x4767x40 mm 2 Nos 659.00 10.0 --- ---

37 Track web pl 320x4767x20 mm 2 Nos 479.00 10.2 DV 19.0 589


39 Side plate 210x3917x20 mm 2 Nos 258.00 8.3 15.7 157




43 Stiffener 210x260x10 mm 2 Nos 9.00 1.5 F8 2.6 47


45 Groove lining 560x3915x20 mm 2 Nos 688.00 9.0 17.9 179

46 Guide 40x3878x16 mm 2 Nos 39.00 0.1 15.5 155






52 SS seal seat 100x3052x6 mm 2 Nos 29.00 0.2 F4 12.6 57

53 Liner plate 570x3029x20 mm 2 Nos 542.00 7.2 SV 1.2 60






59 B/W liner 800x2780x20 mm 1 No. 349.00 3.6 7.2 72

60 B/W liner 484x2780x20 mm 1 No. 211.00 3.3 6.5 65








Contd

214


length in m in m



in kg electrodes

Contd



Total : 10657.00 301.0 551.6 6026

kg Rm Rm Nos

ABSTRACT :








4. Other details :






Item: Vent lining for river / canal sluice vents.


( For 38.50 sqm finished lining area )

Note : 1. Data based on groove / vent lining fabrication drawings for 2 m x 3 m size river sluice vents

for Kodasalli dam under Kali Stage- II Project in Karnataka.







in kg electrodes

1 Liner plate 454x2610x20 mm 1 No. 186.00 3.1 5.2 52






7 Liner plate 250x3064x20 mm 2 Nos 240.00 6.7 25.0 250


9 Side liner 230x1020x20 mm 8 Nos 295.00 10.0 20.0 200

10 Plate 230x1018x20 mm 4 Nos 147.00 5.0 10.0 100

11 Side lining D/S 2525x3358x20 mm 2 Nos 2662.00 11.8 33.6 336

12 Top/bottom liner 2547x2580x20 mm 2 No. 2063.00 10.3 10.3 103

Contd

215


length in m in m

in m


length in m



in kg electrodes

Contd




16 Split anchor 80x400x8 mm 119 Nos 239.00 19.0 22.6 226

Total : 7281.00 202.9 419.4 4194.0

kg Rm Rm Nos

ABSTRACT :



2. Other details :

Length of cutting : 203 Rm




Item: River / canal sluice service gate :


Note : 1. Data based on fabrication drawings of river sluice service gate for 2 m x 3 m sluice opening

of Kodasalli dam under Kali Stage- II Project in Karnataka.







in kg electrodes

Gate leaf :

1 Skin plate 3220x3372x18 mm 1 No. 1534.00 6.6 --- ---

2 Ver stiffener 140x688x10 mm 28 Nos 212.00 23.2 54.2 542



5 Girder web 350x2788x12 mm 4 Nos 368.00 12.5 50.2 502

6 Girder web 390x2788x12 mm 1 No 102.00 3.2 7.1 71

7 Flange plate 320x2788x20 mm 4 Nos 560.00 12.5 SV 2.6 130

8 Flange plate 250x2788x20 mm 1 No. 109.00 3.0 SV 3.3 165






14 End ver plate 80x3170x18 mm 2 Nos 72.00 0.2 SV 6.4 199

15 Diaphragm plate 188x360x12 mm 10 Nos 64.00 5.5 18.2 182

16 End stiffener 50x352x12 mm 24 Nos 40.00 1.2 21.7 217

Contd

216


length in m in m

length in m in m




in kg electrodes

Contd



19 Support plate 20x2540x16 mm 1 No. 6.00 2.6 5.1 51

20 Seal support 65x2905x12 mm 2 Nos 36.00 5.9 --- ---

21 Support plate 20x3105x12 mm 2 Nos. 12.00 6.3 12.5 125

22 Sealing frame 65x2795x12 mm 1 No. 17.00 2.8 --- ---

23 Sealing frame 20x2755x12 mm 1 No. 5.00 2.8 5.5 55

24 Seal support 65x1965x12 mm 1 No. 12.00 2.0 --- ---


26 Stopper 20x2540x12 mm 1 No. 5.00 2.5 5.1 51

27 Plate 50x70x12 mm 2 Nos 1.00 0.1 0.2 2

28 Bracket plate 400x570x16 mm 4 Nos 115.00 3.9 3.2 32




32 Counter weight ( CI blocks ) 4000.00 --- --- ---

33 GI Bolt/Nut/Washer 24 diax280 mm 60 No 72.00 --- --- ---

34 Plates for guide roller 4 sets 72.00 1.4 1.8 18

35 Guide roller 4 Nos 8.00 --- --- ---

Wheel assembly :

36 Wheels 484.00 --- --- ---

37 Bearings 76.00 --- --- ---

38 Bearing retainer plate 80.00 --- --- ---

39 Cover plate 8.00 --- --- ---

40 Spacer plates 16.00 --- --- ---

41 Stainless steel pin 132.00 --- --- ---

42 Keeper plate 8.00 0.1 --- ---

43 GI Bolt / Nut / Screw / Washer 2.00 --- --- ---

44 MS Bolt / Nut / Screw / Washer 4.00 --- --- ---

Seal assembly :

45 Flat bottom seal 2755 mm 1 No. --- --- --- ---

46 Music note side seal 2855 mm 2 Nos --- --- --- ---

47 Double flange top seal 2199 mm 1 No. --- --- --- ---

48 Corner seal 2 Nos --- --- --- ---

49 Seal clamp 90x2545x20 mm 1 No. 36.00 0.1 --- ---



52 Seal clamp 45x2545x20 mm 1 No. 18.00 --- --- ---


54 SS Bolt / Nut / Washer 20 dia x 80 mm 10.00 --- --- ---


Total : 9202.00 137.1 280.5 3265

kg Rm Rm Nos

ABSTRACT :



217

length in m in m




Wheels / Guide roller : 492.00 kg




Wheel axle / lifting pin : 132.00 kg


Bottom rubber seal ( uncladed ) : 2.76 Rm

Side rubber seal ( teflon claded ) : 5.71 Rm

Top rubber seal ( teflon claded ) : 2.20 Rm

Corner seal : 2 Nos

6. Bolt / Nut / Washer IS : 1363

SS Bolt / Nut / Washer / Screws : 54.00 kg

GI Bolt / Nut / Washer / Screws : 74.00 kg



CI counter weight : 4000.00 kg

8. Other details :





Item: Rope drum hoist for river / canal sluice service gate :


Note : 1. Data based on fabrication drawings of 25 t rope drum hoist provided for operating river sluice

service gate of Kodasalli dam under Kali Stage- II Project in Karnataka.







in kg electrodes

Hoist frame :

1 ISMC 400 x 3900 mm 4 Nos 782.00 2.4 --- ---

2 ISMC 250 x 935 mm 3 Nos 80.00 1.2 --- ---

3 ISMC 250 x 1236 mm 2 Nos 76.00 0.8 --- ---

4 ISMC 200 x 1330 mm 8 Nos 237.00 2.8 --- ---

5 ISMC 200 x 440 mm 2 Nos 20.00 0.7 --- ---

6 ISMC 150 x 1330 mm 6 Nos 134.00 1.8 --- ---

7 Bracket plate 300x560x16 mm 4 Nos 84.00 2.4 F8 4.8 86



10 Base plate 145x370x30 mm 2 Nos 25.00 1.0 1.1 11


12 Base plate 110x430x10 mm 2 Nos 8.00 1.0 1.2 12

Contd

218

length in m in m




in kg electrodes

Contd

13 ISMC 400 x 110 mm 2 Nos 14.00 1.2 0.5 5

14 Base plate 336x340x10 mm 1 No. 9.00 0.7 0.5 5








22 Base plate 200x250x20 mm 8 Nos 63.00 3.6 --- ---


24 Stiffener 260 dia x 12 mm 2 Nos 13.00 1.6 1.6 16


26 Nut / Washer 20 dia 16 Nos 1.00 --- --- ---


28 Bolt/Nut/Washer dia 22 x 85 mm 4 Nos 2.00 --- --- ---





33 ISMC 150 x 935 mm 2 Nos 31.00 0.6 --- ---

34 ISMC 200 x 935 mm 1 No. 21.00 0.4 --- ---

35 Plate 80x2250x10 mm 2 Nos 28.00 0.2 9.3 93

36 Chequered plate 6 mm th 6 sqm 283.00 6.0 --- ---

Plummer blocks :

37 Plummer body 2 Nos 72.00 --- --- ---

38 Bronze bush 2 Nos 13.00 --- --- ---

39 Shims 2 Nos 2.00 --- --- ---

40 Bolt/Nut/Washer 4 Nos 1.00 --- --- ---

Shafts :

41 Drum shaft 110 dia x 1381 mm 2 Nos 206.00 --- --- ---

42 1st pinion shaft 70 dia x 650 mm 1 No. 20.00 --- --- ---

43 2nd pinion shaft 120 dia x 1350 mm 1 No. 120.00 --- --- ---

Drum assembly :

44 Drum 560 PCD 2 Nos 1420.00 --- --- ---

45 Bronze bush 140/110 diax140 mm 2 Nos 12.00 --- --- ---


47 Spacers 240/112 x 10 mm 2 Nos 6.00 --- --- ---

48 Spacers 240/112 x 6 mm 2 Nos 4.00 --- --- ---

49 Clamping plate 100x150x32 mm 4 Nos 16.00 0.4 --- ---


51 Bolt/Nut/Washer 12 Nos 5.00 --- --- ---

Gears and pinions :

52 Drum gear 980 PCD 2 Nos 350.00 --- --- ---

53 Gear 800 PCD 1 No. 156.00 --- --- ---

Contd

219


length in m in m



in kg electrodes

Contd

54 1st reduction pinion 1 No. 19.00 --- --- ---

55 2nd reduction pinion 2 No. 60.00 --- --- ---

Pulleys and sheaves :

56 Pulley 672 PCD 2 Nos 180.00 --- --- ---

57 Pin 120 dia x 262 mm 2 Nos 46.00 --- --- ---

58 Bronze bush 145/120 dia x 160 mm 2 14.00 --- --- ---

59 Spacer 170/123 dia 2.00 --- --- ---


61 Pulley 350 PCD 1 No. 76.00 --- --- ---

62 Pin 130 dia x 258 mm 1 No. 27.00 --- --- ---

63 Bronze bush 1 No. 8.00 --- --- ---

64 Brass Washer 180/132x8 mm 2 Nos 2.00 --- --- ---

65 Keeper plate 50x190x12 mm 2 Nos 2.00 0.1 --- ---

Hoist drive :


67 Worm reducer 1 No. 500.00 --- --- ---


69 Wire rope 28 dia 6x37 constn 120 m 500.00 --- --- ---

70 Manual operation assembly 1 No. 120.00 --- --- ---

71 Position indicator 1 No. 32.00 --- --- ---

72 EM brake 1 No. 25.00 --- --- ---

Total : 6243.00 56.5 96.7 1005.0

kg Rm Rm Nos

ABSTRACT :




Chequered plate for platform covering : 283.00 kg


Rope drums 2 Nos : 1420.00 kg

Gears 3 Nos : 506.00 kg

Pinions : 79.00 kg


Plummer blocks : 72.00 kg


Shafts : 346.00 kg

Pins : 73.00 kg




28 mm dia 6/37 construction rope : 120 Rm


Bolts / Nuts / Washers ( various size ) : 31.00 kg


Electric motor 5 hp Standard : 1 No.

Worm reducer Standard : 1 No

220


length in m in m


Electro-megnatic brake Standard : 1 No


Position indicator : 1 No.

8. Other details :





Item: Embedded parts without groove lining for river / canal sluice emergency gate :


Note : 1. Data based on fabrication drawings of emedded parts ( with out groove liner ) for river sluice

emergency gate provoded for Tunga dam under Upper Tunga Project in Karnataka.







in kg electrodes














Embedded parts :








20 Split anchor plate 60x400x6 mm 20 Nos 23.00 10.4 3.6 36

21 Nut / Washer for anchor bolts 200 Nos 10.00 --- --- ---

22 SS track 115x6750x10 mm 2 Nos 122.00 13.7 27.5 275

23 Track base 130x7100x12 mm 2 Nos 174.00 14.5 28.4 284

24 Track base ISMB 200x7100 mm 2 Nos 360.00 0.6 --- ---

25 Sill beam ISMB 200x2300 mm 1 No. 58.00 0.3 --- ---

Contd

221


length in m in m



in kg electrodes

Contd


27 SS seal seat 80x3035x5 mm 2 Nos. 19.00 6.3 F4 12.2 85

28 Seal base ISA100x100x8 x3020 mm 2 No 73.00 0.4 --- ---


30 Seal base 1700x1000x20 mm 1 Nos 267.00 2.7 --- ---

31 Guide 120x2200x20 mm 6 Nos 246.00 14.1 --- ---

32 Guide 120x2400x20 mm 4 Nos 180.00 10.1 --- ---




36 Cleat ISA75x75x8 x 80 mm 24 Nos 17.00 3.6 4.8 48

37 Spacer pipe/ washer 20 dia x 20 mm 1.00 --- --- ---

Total : 2180.00 134.7 143.0 1363

kg Rm Rm Nos

ABSTRACT :








4. Other details :






Item: Embedded parts with groove lining for river / canal sluice emergency gate :


Note : 1. Data based on emedded parts ( with groove liner ) fabrication drawings for river sluice

emergency gate provided for Kodasalli dam under Kali Stage- II Project in Karnataka.







in kg electrodes


1 Plate 80x210x10 mm 234 Nos 309.00 18.7 --- ---


Contd

222


in m

Gas cutting

length in m in m

length in m

Weld length



in kg electrodes

Contd

3 Plate 80x80x10 mm 58 Nos 29.00 4.7 --- ---


Embedded parts :











15 SS track plate 150x3000x20 mm 2 Nos 141.00 6.3 F8 12.6 265

16 Track base 200x3000x40 mm 2 Nos 377.00 6.4 --- ---

17 Track web pl 320x3000x20 mm 2 Nos 301.00 6.6 24.0 240


19 Track ISMB 150 x 4200 mm 12 Nos 751.00 3.6 6.0 60

20 Track ISMB 150 x 1200 mm 2 Nos 36.00 0.6 1.0 10

21 Guide 110x2000x16 mm 30 Nos 829.00 63.3 126.6 1266

22 Guide anchor pl 80x200x12 mm 120 Nos 181.00 9.6 --- ---




26 Nut / Washer for 16 dia bolts 912 Nos 38.00 --- --- ---






32 Track base pl 220x4767x40 mm 2 Nos 659.00 10.0 --- ---

33 Track web pl 320x4767x20 mm 2 Nos 479.00 10.2 19.0 190

34 SS track plate 170x4217x20 mm 2 Nos 225.00 8.8 F8 17.6 317







41 Groove lining 560x3915x20 mm 2 Nos 688.00 9.0 --- ---

42 Guide 40x3878x16 mm 2 Nos 39.00 0.1 7.8 78






Contd

223

length in m in m




in kg electrodes

Contd


49 Liner plate 570x3026x20 mm 2 Nos 542.00 7.2 --- ---






55 B/W liner 800x2780x20 mm 1 No. 349.00 3.6 5.5 154

56 B/W liner 484x2780x20 mm 1 No. 211.00 3.3 5.6 157











Total : 9088.00 300.6 560.0 6008.0

kg Rm Rm Nos

ABSTRACT :








4. Other details :






Item: River / canal sluice emergency gate :


Note : 1. Data based on fabrication drawings of river sluice emergency gate for 2 m x 3 m river sluice

opening of Kodasalli dam under Kali Stage- II Project in Karnataka.






224


length in m in m



in kg electrodes

Gate leaf :


2 Ver stiffener 140x688x10 mm 28 Nos 212.00 23.2 54.2 542



5 Girder web 350x2788x12 mm 4 Nos 368.00 12.5 50.2 502

6 Girder web 390x2788x12 mm 1 No 102.00 3.2 7.1 71


8 Flange plate 250x2788x20 mm 1 No. 109.00 3.0 SV 3.3 165






14 End ver plate 80x3170x18 mm 2 Nos 72.00 0.2 6.4 64

15 Diaphragm plate 188x360x12 mm 10 Nos 64.00 5.5 18.2 182

16 End stiffener 50x352x12 mm 16 Nos 27.00 0.8 14.5 145



19 Support plate 20x2540x16 mm 1 No. 6.00 2.6 5.1 51


21 Support plate 20x3105x12 mm 2 Nos. 12.00 6.3 12.5 125

22 Sealing frame 65x2795x12 mm 1 No. 17.00 2.8 --- ---

23 Sealing frame 20x2755x12 mm 1 No. 5.00 2.8 5.5 55

24 Seal support 65x1965x12 mm 1 No. 12.00 2.0 --- ---


26 Stopper 20x2540x12 mm 1 No. 5.00 2.6 5.1 51

27 Plate 50x70x12 mm 2 Nos 1.00 0.1 0.3 3


29 GI Bolt/Nut/Washer 24 diax280 mm 118 142.00 --- --- ---



32 Counter weight ( CI blocks ) 4000.00 --- --- ---

33 Pin 80 dia x 150 mm 2 Nos 12.00 --- --- ---

34 Plates for guide roller 4 sets 72.00 1.4 1.8 18

35 Guide roller 4 Nos 8.00 --- --- ---

Wheel assembly :

36 Wheels 484.00 --- --- ---

37 Bearings 76.00 --- --- ---

38 Bearing retainer plate 80.00 --- --- ---

39 Cover plate 8.00 --- --- ---

40 Spacer plates 16.00 --- --- ---

41 Stainless steel pin 132.00 --- --- ---

42 Keeper plate 8.00 0.1 --- ---

43 GI Bolt / Nut / Screw / Washer 2.00 --- --- ---

44 MS Bolt / Nut / Screw / Washer 4.00 --- --- ---

Contd

225

Weld length

length in m in m

Gas cutting



in kg electrodes

Contd

Seal assembly :

45 Flat bottom seal 2755 mm 1 No. --- --- --- ---

46 Music note side seal 2855 mm 2 Nos --- --- --- ---

47 Double flange top seal 2199 mm 1 No. --- --- --- ---

48 Corner seal 2 Nos --- --- --- ---

49 seal clamp 90x2545x20 mm 1 No. 36.00 0.1 --- ---



52 Seal clamp 45x2545x20 mm 1 No. 18.00 --- --- ---




Total : 9215.00 134.1 271.3 3017.0

kg Rm Rm Nos

ABSTRACT :









5 Rubber seals : IS : 11855


Side rubber seal ( teflon claded ) : 5.71 Rm

Top rubber seal ( teflon claded ) : 2.20 Rm

Corner seal : 2 Nos


SS Bolt / Nut / Washer : 54.00 kg

GI Bolt / Nut / Washer : 144.00 kg



CI counter weight : 4000.00 kg

8. Other details :





Item: Lifting beam for river / canal sluice emergency gate :


Note : 1. Data based on fabrication drawings of lifting beam for operating river sluice emergency gate

provided for Kodasalli dam under Kali Stage- II Project in Karnataka.


226


length in m in m







in kg electrodes

1 ISMC 300 x 3186 mm 2 Nos 228.00 1.2 3.8 38

2 Plate 250x450x20 mm 4 Nos 71.00 2.8 4.0 40

3 Plate 190x300x10 mm 7 Nos 31.00 3.5 8.4 84





8 Pipe 100 dia x 540 mm 2 Nos 11.00 --- 0.6 6

9 Plate 400x720x12 mm 2 Nos 54.00 2.3 --- ---

10 Plate 200x390x10 mm 4 Nos 24.00 2.0 4.7 47

11 Plate 50x190x20 mm 2 Nos 3.00 0.3 0.6 6

12 Hook 2 Nos 130.00 --- --- ---

13 Plate 80x150x20 mm 2 Nos 4.00 0.2 0.3 3

14 Bronze bush 110/90/70 dia x 100 mm 2 4.00 --- --- ---

15 SS pin 70 dia x 250 mm 2 Nos 15.00 --- --- ---

16 Plate 120x700x10 mm 4 Nos 26.00 6.0 --- ---

17 Plate 104x145x20 mm 2 Nos 5.00 0.5 0.3 3

18 Plate 120x120x25 mm 8 Nos 23.00 1.9 --- ---

19 Plate 180x766x20 mm 4 Nos 87.00 7.5 --- ---

20 Plate 331x462x25 mm 2 Nos 60.00 2.0 --- ---

21 SS pin 85 dia x 65 mm 4 Nos 11.00 --- --- ---

22 SS pin 110 dia x 231 mm 1 No. 17.00 --- --- ---

23 SS pin 90 dia x 280 mm 2 Nos 28.00 --- --- ---

24 Plate 150x190x12 mm 4 Nos 11.00 1.4 --- ---

25 Plate 83x150x12 mm 8 Nos 9.00 1.9 2.4 24

26 Plate 26x150x16 mm 4 Nos 2.00 0.7 SV 1.2 28

27 Plate 40x73x8 mm 4 Nos 1.00 0.5 0.9 9

28 Shims 4.00 --- --- ---

29 Keeper plate 40x140x12 mm 1 No. 1.00 --- --- ---

30 Keeper plate 40x140x10 mm 4 Nos 2.00 0.2 --- ---

31 Plate 73x80x8 mm 4 Nos 2.00 0.6 1.2 12



Total : 922.00 43.1 49.2 508

kg Rm Rm Nos

ABSTRACT :




2. Forged steel components IS : 2004

Lifting hooks : 130.00 kg

227


length in m in m





Stainless steel pins : 71.00 kg


Bolt / Nut / Washer : 2.00 kg


Pipe 100 mm dia : 1.08 Rm

7. Other details :





Item: Embedded parts for Barrage gates :


Note : 1. Data based on fabrication drawings of embedded parts for vertical lift roller gate provided

for Hipparagi Barrage in Karnataka.







in kg electrodes

1 SS track plate 130x8100x20 mm 2 Nos. 331.00 16.5 33.0 330

2 SS track plate 130x7090x20 mm 2 Nos. 289.00 14.5 29.4 294

3 Track base 220x8500x25 mm 2 Nos. 734.00 17.5 --- ---

4 Track base 220x7190x25 mm 2 Nos. 621.00 15.0 --- ---

5 Track web 360x8500x16 mm 2 Nos. 769.00 17.8 F8 34.0 612

6 Track web 360x7190x16 mm 2 Nos. 650.00 15.1 F8 28.8 518

7 Sill beam ISMB 200 x 3750 mm 2 Nos 191.00 0.8 --- ---

8 Sill beam ISMB 200 x 3600 mm 2 Nos 183.00 0.8 --- ---

9 SS seal seat 80x3750x6.5 mm 2 Nos 31.00 7.7 15.2 152





14 Seal base ISA100x100x8x4200 mm 2 No 102.00 0.2 --- ---

15 Seal base ISA100x100x8x4630 mm 2 No 112.00 0.2 --- ---

16 Seal base 75x515x8 mm 30 Nos. 73.00 17.7 8.3 83

17 Guide 110x3000x20 mm 8 Nos. 414.00 24.9 --- ---

18 Guide 110x3690x20 mm 2 Nos. 127.00 7.6 --- ---

19 Anchor pl 100x220x10 mm 76 Nos. 131.00 7.6 15.2 152

20 Anchor pl 100x200x12 mm 52 Nos. 98.00 5.0 10.4 104

21 Anchor bolt 16 dia x 200 mm 52 Nos. 16.00 0.8 2.6 26


Contd

228

length in m in m




in kg electrodes

Contd



25 Nuts & Washer 16 dia 580 Nos 33.00 --- --- ---

26 Stiffener 90x210x8 mm 20 Nos. 24.00 6.0 12.0 120

27 Splice pl 210x320x12 mm 4 Nos. 22.00 2.2 --- ---




Total : 5193.00 210.0 251.4 3016

kg Rm Rm Nos

ABSTRACT :





Stainless steel plates / flats for track : 620.00 kg

Stainless steel plates / flats for seal seat : 133.00 kg



4. Other details :






Item: Vertical lift roller gate for barrage


Note : 1. Data based on fabrication drawings of vertical lift roller gate provided for Hipparagi barrage

in Karnataka.







in kg electrodes

Gate leaf bottom unit :

1 Skin plate 2420x14700x16 mm 1 No. 4468.00 17.4 24.2 242

2 Stiffener ISA100x75x8x295 mm 35 Nos. 108.00 6.1 32.9 329



5 Web plate 1320x12820x10 mm 1 No. 1223.00 14.2 52.6 526

Contd


in mlength in m

length in m in m

229




in kg electrodes

Contd

6 Web plate 1335x12820x10 mm 1 No. 1237.00 14.3 52.7 527

7 Web plate 650x718x10 mm 4 No. 293.00 9.0 20.6 206

8 Flange 300x8820x32 mm 2 Nos. 1329.00 18.5 --- ---

9 Flange 300x2852x32 mm 2 Nos. 430.00 6.3 1.2 12

10 Flange 300x2584x32 mm 2 Nos. 389.00 6.2 1.2 12

11 Flange 268x300x32 mm 2 Nos. 40.00 1.1 0.6 6

12 Flange 250x8000x12 mm 1 Nos. 188.00 8.5 16.5 165

13 Flange 270x8000x12 mm 1 Nos. 203.00 8.6 16.6 166

14 End girder 532x2410x12 mm 4 Nos. 483.00 11.8 19.3 193

15 Diaphragm 140x532x20 mm 6 Nos. 70.00 4.0 16.1 161

16 Flange 60x2320x16 mm 2 Nos. 35.00 5.6 9.3 93

17 Flange 60x235x16 mm 2 Nos. 4.00 0.6 1.2 12

18 Flange 60x1255x16 mm 2 Nos. 19.00 2.7 2.8 28

19 Flange 60x220x16 mm 2 Nos. 3.00 2.5 1.0 10

20 Pad plate 230x230x16 mm 8 Nos. 53.00 6.7 7.4 74





25 Gusset pl 210x250x10 mm 3 Nos. 12.00 1.5 2.8 28

26 Bracing ISA90x90x8x1520 mm 3 Nos 49.00 0.6 2.3 23



29 Seal guard 20x2345x12 mm 2 Nos. 9.00 --- 9.4 94

30 Seal guard 20x13770x20 mm 1 No. 43.00 --- 27.5 275







Gate leaf top unit : ---

37 Skin plate 3203x3810x10 mm 2 Nos. 1915.00 14.0 --- ---



40 Skin plate 2330x3203x10 mm 2 Nos. 1171.00 11.1 6.4 64

41 Stiffener ISA 75x75x8x1990 mm 35 Nos. 731.00 6.1 163.8 1638









50 Diaphragm 1062/848x2590x8 mm 2 Nos. 310.00 7.4 28.4 284

Contd

230


length in m in m



in kg electrodes

Contd

51 Web plate 1150x8295x10 mm 2 Nos. 1498.00 9.5 8.5 85

52 Web plate 1150/566x2981x10 mm 4 Nos. 663.00 14.2 28.4 284

53 Web plate 900x8295x10 mm 1 No. 586.00 9.2 18.4 184

54 Web plate 900/512x2981x10 mm 2 Nos. 330.00 7.0 14.0 140

55 Flange pl 300x8820x32 mm 2 Nos. 1329.00 18.3 36.5 365







62 End girder 532x6140x12 mm 4 Nos. 1231.00 26.7 --- ---


64 Pad plate 230x230x16 mm 8 Nos. 53.00 5.7 7.4 74



67 Cover plate 120x8175x8 mm 1 No. 62.00 8.3 16.4 164

68 Cover plate 120x6040x8 mm 2 Nos. 91.00 13.4 24.6 246





73 Splice pl 120x1100x8 mm 8 Nos. 66.00 9.8 19.5 195

74 Splice pl 120x850x8 mm 8 Nos. 51.00 7.8 15.5 155

75 Splice pl 120x1022x10 mm 2 Nos 19.00 2.3 4.6 46



78 Flange plate 60x6140x16 mm 2 Nos. 93.00 12.4 24.6 246






84 Bracing ISA90x90x8x1960 mm 3 Nos. 64.00 0.6 2.0 20




88 Gusset pl 125x265x10 mm 1 No. 3.00 0.4 0.8 8

89 Gusset pl 125x210x10 mm 1 No. 2.00 0.3 0.7 7


91 Gusset pl 140x200x10 mm 3 No. 7.00 1.0 2.0 20

92 Gusset pl 130x270x12 mm 2 No. 7.00 0.8 1.6 16

93 Gusset ISA100x100x6x895 mm 4 Nos. 33.00 0.8 2.8 28

94 Pack plate 60x13760x6 mm 1 No. 26.00 13.9 --- ---


Contd

Weld length

length in m in m

231

Gas cutting



in kg electrodes

Contd

96 Lifting lug 400x400x20 mm 4 Nos. 100.00 3.5 F10 1.6 45

97 Lifting pl 670x1040x16 mm 4 Nos. 250.00 6.9 --- ---


99 R / F plate 220/80 dia x 12 mm 4 Nos. 12.00 3.8 2.8 28






105 Bolts 16 diax 60 mm 4.00 --- --- ---

106 Bolts 16 dia x 35 mm 4.00 --- --- ---

107 Bolts 16 dia x 50 mm 40 Nos 7.00 --- --- ---

108 Bolts 16 dia x 75 mm 276 Nos 53.00 --- --- ---

109 Flange 190x600x10 mm 4 Nos. 36.00 3.2 6.3 63

110 Web plate 518x566x12 mm 4 Nos. 110.00 4.4 8.8 88


Seal assembly :

112 Bottom seal 14.00 Rm --- --- --- ---

113 Side seal 17.20 Rm --- --- --- ---

114 Seal clamp 70x3503x12 mm 2 Nos. 46.00 7.0 --- ---




118 GI Bolt/Nut/Washer 12 diax65 mm 310 62.00 --- --- ---

Wheel assembly :

119 Wheels 410 mm dia x 200 mm 8 Nos. 528.00 --- --- ---

120 Bearings 8 Nos 80.00 --- --- ---

121 SS Pins 125/110/95 dia 8 Nos 176.00 --- --- ---

122 Bearing retainers 16 Nos. 128.00 --- --- ---

123 Spacers 8 Nos 8.00 2.0 --- ---

124 Spacers 8 Nos 8.00 2.0 --- ---

125 Cover 16 Nos 32.00 7.5 --- ---

126 GI Screws 15.00 --- --- ---

127 Keeper pl 60x210x10 mm 8 Nos. 8.00 2.2 --- ---

128 GI bolts 16 dia x 80 mm 16 Nos 4.00 --- --- ---

129 GI washers 4.00 --- --- ---

Guide shoe : ---

130 Base pl 220x220x20 mm 4 Nos. 32.00 1.8 --- ---

131 Guide pl 103x220x16 mm 8 Nos 24.00 2.6 3.5 35

132 Guide pl 32x220x20 mm 4 Nos 4.00 1.0 1.8 18


134 Pack plate 4 Nos 4.00 --- --- ---

135 GI Bolts 20 dia x 65 mm 16 Nos 6.00 --- --- ---

Total : 33025.00 694.5 1837.1 18400

kg Rm Rm Nos

232


length in m in m


ABSTRACT :












Side rubber seal ( uncladed ) : 17.20 Rm




7. Other details :





Item: Hoist supporting bridge for barrage gates .


Note : 1. Data based on fabrication drawings of 10 m height & 15 m span hoist supporting bridge

provided for Hipparagi Barrage in Karnataka.







in kg electrodes

Columns :

1 ISMB350 x 9918 mm 4 Nos. 2079.00 2.6 16.0 160

2 Base pl 340x550x20 mm 4 Nos. 179.00 3.6 5.0 50








10 Bracings ISA65x65x6x2127 mm 16 Nos. 197.00 2.1 8.5 85



13 Lacing ISA40x40x5x450 mm 30 Nos. 41.00 2.7 9.0 90

Contd

233

length in m in m




in kg electrodes

Contd

14 Tie beam ISMB300 x 2026 mm 6 Nos. 537.00 3.5 --- ---

15 Column cap 280x410x16 mm 4 Nos. 58.00 2.8 5.0 50




19 Anchor bolt 25 dia x 1200 mm 24 Nos 111.00 0.6 --- ---

20 Nuts 24 dia 48 Nos 4.00 --- --- ---

21 Plate washer 70x70x16 mm 24 Nos. 15.00 3.4 --- ---

22 Bolt/Washer 20 dia x 70 mm 24 Nos 8.00 --- --- ---

23 Bolt/Washer 20 dia x 60 mm 16 Nos 4.00 --- --- ---




Beams and hoist supports :

27 Web plate 1000x15430x8 mm 1 No. 969.00 17.5 --- ---

28 Web plate 1008x15430x8 mm 1 No. 977.00 17.6 --- ---

29 Flange 150x15430x16 mm 2 Nos. 581.00 15.7 31.5 315

30 Flange 250x15430x20 mm 2 Nos. 1211.00 16.0 31.8 318

31 Bearing pl 250x380x16 mm 4 Nos. 48.00 2.6 2.0 20





36 Cross beam ISMC150x2392 mm 6 Nos 235.00 1.8 3.6 36




40 Bracket 240x685x12 mm 4 Nos. 62.00 3.7 3.4 34

41 Bracket 240x555x12 mm 4 Nos. 50.00 3.2 3.4 34

42 R / F plate 220 dia x 12 mm 8 Nos. 29.00 5.5 5.5 55








50 Railing post ISA50x50x6x1160 mm 26 136.00 2.6 5.2 52

51 Railing plate 75x15430x6 mm 2 Nos. 109.00 31.0 2.6 26

52 Railing pipe 32 dia x15430 mm 2 Nos 80.00 --- 0.5 5

53 Railing pipe 25 dia x15430 mm 4 Nos 124.00 --- --- ---

54 Plate 70x2000x8 mm 4 Nos. 35.00 8.3 16.6 166

55 Splice plate 120x900x8 mm 4 Nos. 27.00 4.1 8.2 82




Contd

234

in m


length in m



in kg electrodes

Contd


60 Chequered plate 25 sqm 133.00 10.0 5.0 50



63 Batten 100x300x10 mm 4 Nos. 9.00 1.6 0.8 8




67 Bolts 26 & 16 dia 2.00 --- --- ---

Total : 10239.00 290.2 473.1 4731

kg Rm Rm Nos

ABSTRACT :




Chequered plate : 133.00 kg

2 Bolt / Nut / Washer : IS : 1363


MS pipes :

32 mm dia pipe : 30.86 Rm

25 mm dia pipe : 61.72 Rm

3 Other details :





Item: Rope drum hoist for barrage gates .


Note : 1. Data based on fabrication drawings of rope drum hoist for vertical lift roller gate provided for

Hipparagi Barrage in Karnataka.







in kg electrodes

Gear box :

1 Frame ISMC250x1800 mm 2 No. 104.00 1.0 --- ---

2 Frame ISMC250x1094 mm 2 No. 66.00 1.0 --- ---

3 Frame ISMC250x1432 mm 4 No. 174.00 2.0 8.0 80

4 Frame ISMC250x780 mm 2 No. 44.00 1.0 2.0 20

Contd

235

Gas cutting


length in m in m

Weld length

length in m in m



in kg electrodes

Contd

5 Frame ISMC250x330 mm 2 No. 22.00 1.0 4.0 40

6 Drum support 260x550x16 mm 4 Nos. 72.00 3.2 2.8 28





11 Bolts / Screws 3.00 --- --- ---

Rope drums :

12 Drum ( 632/566 dia )x1310 mm 2 Nos 680.00 --- --- ---



15 Spacers 4.00 --- --- ---

16 Clamping pl 33x150x100 4 Nos 16.00 --- --- ---

17 Bolts 24 dia x 90 mm 8 Nos 5.00 --- --- ---

18 Bolts 24 dia x 80 mm 12 Nos 8.00 --- --- ---

Gears and pinions :

19 Drum gear 2 Nos. 480.00 --- --- ---

20 1st gear 2 Nos 130.00 --- --- ---

21 1st pinion 2 Nos 76.00 --- --- ---

22 2nd pinion 2 Nos 22.00 --- --- ---

Shafts :

23 Drum shaft 100 diax1480 mm 2 Nos 182.00 --- --- ---

24 2nd pinion shaft 110 diax695 mm 1 Nos 52.00 --- --- ---

25 2nd pinion shaft 110 diax595 mm 1 Nos 44.00 --- --- ---

26 1st pinion shaft 75 diax763 mm 2 Nos 53.00 --- --- ---

27 Keys 28x150x16 mm 2 Nos. 1.00 --- --- ---

28 Keys 28x130x16 mm 2 Nos. 1.00 --- --- ---

29 Keys 20x115x12 mm 2 Nos. 1.00 --- --- ---

Pipe shaft :

30 MS pipe 200 dia x 4601 mm 2 Nos 391.00 --- --- ---

31 Flange 355/200 dia x12 mm 4 Nos 25.00 7.0 2.5 25

32 Flange 355/140 dia x12 mm 4 Nos 20.00 6.2 2.5 25

33 Hub 140/68 dia x 85 mm 2 Nos 16.00 --- 0.9 9



36 Bolt/Nut/Washer 20 dia x50 mm 24 Nos 7.00 --- --- ---

Pulleys :

37 Pulley 622 mm dia 6 Nos 480.00 --- --- ---

38 Pulley 400 mm dia 2 Nos 120.00 --- --- ---

39 Bronze bush 115/90 mm dia 6 Nos 24.00 --- --- ---

40 Bronze bush 115/90 mm dia 2 Nos 8.00 --- --- ---

41 Pin 90 dia x 244 mm 6 Nos 72.00 --- --- ---

42 Pin 90 dia x 244 mm 2 Nos 24.00 --- --- ---

43 Spacers 16 Nos 16.00 --- --- ---


45 Screws 2.00 --- --- ---

Contd

236


length in m in m



in kg electrodes

Contd

Other components :

46 Worm reducer 60 :1 ( size 800 ) 1 No. 500.00 --- --- ---

47 Electric motor 12.5 hp 1000 rpm 1 No. 60.00 --- --- ---

48 Electro-megnatic brake 1 No. 25.00 --- --- ---

49 Manual operation unit 1 No. 120.00 --- --- ---

50 Plummer block body 10 Nos 250.00 --- --- ---

51 Bronze bush 10 Nos 50.00 --- --- ---

52 Fexible couplings 2 Nos 50.00 --- --- ---

53 Position indicator unit 1 No. 50.00 --- --- ---

54 Wire rope 6/36 construction 160 Rm 435.00 --- --- ---

Total : 5069.00 37.3 53.1 531.0

kg Rm Rm Nos

ABSTRACT :






Pinions : 98.00 kg


Plummer blocks : 250.00 kg


Shafts / Keys : 350.00 kg

Pins : 96.00 kg




28 mm dia 6/36 construction rope : 160 Rm


Bolts / Nuts / Washers ( various size ) : 25.00 kg


Electric motor 12.5 hp Standard : 1 No.

Worm reducer 60 :1 ( size 800 ) 1 No. Standard : 1 No

Electro-megnatic brake Standard : 1 No


Position indicator : 1 No.

8. Other details :





Item: Embedded parts for out-flow regulating automatic gate :


Note : 1. Data based on details made available by the designer of ebedded parts for 8.00 x 3.50 m size

237


length in m in m


out-flow regulating automatic gate.






ABSTRACT :

1. Structural steel : IS :2062

Angle / Channel / Beam / Bars 0.94059 : 760.00 kg



Stainless steel plates AISI-410 : 49.00 kg

Stainless steel plates AISI-304L : 62.00 kg

3. Bolt / Nut / Washer : IS :1363


4. Other details :





Item: Out-flow regulating automatic gate and fulcrum assembly:


Note : 1. Data based on details made available by the designer of gate for 8.00 x 3.50 m size







ABSTRACT :




2. Cast steel components : IS : 1030 94.23%



Pins : 74.00 kg

Stainless steel plate : 49.00 kg




SS Bolts / Nuts / Washers : 31.00 kg





238


7. Other details :






Item: Hoisting and damping system for out-flow regulating automatic gate :


Note : 1. Data based on details made available by the designer of gate for 8.00 x 3.50 m size







ABSTRACT :




2. Cast steel components : IS : 1030 81.38%

Wheels / Trunnion hub : 76.00 kg

Trunnion / Guide roller : 443.00 kg


Pins / Axles : 59.00 kg

Stainless steel plate : 435.00 kg


Trunnion & Guide roller bearings / bush : 118.00 kg

50 NB pipe : 28.00 kg


SS Bolts / Nuts / Washers : 15.50 kg


6 Disc springs : 64 Nos

7. Other details :


Length of welding :




Item: Embedded parts for Cross regulator radial gate :


Note : 1. Data based on fabrication drawings of embedded parts for cross regulator radial gate provided

for Alamatti Left Bank Canal under Upper Krishna Project in Karnataka.




239





in kg electrodes



2 Anchor rod 20 dia x 615 mm 7 Nos 11.00 0.1 0.9 6



Sill beam :

5 ISMB 200 x 3500 mm 1 No. 89.00 0.4 --- ---

6 SS plate 80x6x3100 mm 1 No. 12.00 0.1 6.3 44


8 Plate 150x3500x10 mm 2 Nos 83.00 7.3 SV 7.0 105

9 Plate 300x100x10 mm 7 Nos 17.00 0.7 1.4 10

10 Anchor bolts 20 dia x 300 mm 14 Nos 10.00 --- 0.9 6

11 SS plate 120x100x6 mm 2 Nos. 2.00 0.2 0.2 1

Wall plates :

12 Plate 500x350x10 mm 2 Nos 27.00 1.7 SV 0.7 10

13 Plate 1500x350x10 mm 10 Nos 412.00 18.5 SV 3.5 52

14 Plate 600x350x10 mm 2 Nos 33.00 1.9 SV 0.7 10

15 SS plate 80x5000x6 mm 2 Nos 38.00 0.2 20.0 140

16 ISA 75x75x8 mm x 100 mm 68 Nos 60.00 10.2 13.6 95

17 Anchor bolts 20 dia x 190 mm 68 Nos 32.00 --- 4.4 31

Anchor girders : ( All welds 6 mm fillet )

18 Plate 450x2226x12 mm 2 Nos 189.00 5.4 --- ---

19 Plate 276x2226x12 mm 2 Nos 116.00 4.9 13.6 136







Anchor bar and chairs : ( All welds 8 mm fillet )





30 Plate 250x325x20 mm 4 Nos 52.00 2.3 --- ---

31 Plate 130x250x20 mm 2 Nos 11.00 0.8 2.0 36

32 Plate 250x325x20 mm 2 Nos 25.00 1.2 2.0 36


34 Plate 250x340x20 mm 2 Nos 27.00 1.2 2.0 36


36 Nuts / Washers for anchor bars 15.00 --- --- ---

Total : 2404.00 96.7 142.3 1457

kg Rm Rm Nos


240

length in m in m


ABSTRACT :








4. Other details :






Item: Radial gate for Cross regulator :


Note : 1. Data based on fabrication drawings of cross regulator radial gate provided for Alamatti Left

Bank Canal under Upper Krishna Project in Karnataka.







in kg electrodes

Trunnions / Brackets / Tie beam :

1 Tie beam ISMB 250 x 2200 mm 1 No. 82.00 0.5 1.6 16

2 Plate 250x400x12 mm 4 Nos 38.00 4.2 2.6 26

3 Pin 90 dia x 370 mm 2 Nos 37.00 --- --- ---

4 Trunnion hub 180/110x250 mm 2 Nos 92.00 --- --- ---

5 Trunnion bush 110/90 x 260 mm 2 Nos 13.00 --- --- ---

6 Plate 350x450x20 mm 4 Nos 99.00 6.2 2.3 23


8 Plate 300x160x20 mm 4 Nos 30.00 1.9 2.9 29


10 Bracket base pl 450x400x20 mm 2 Nos 57.00 1.7 --- ---

11 Bracket pl 350x350x20 mm 4 Nos 77.00 4.5 2.8 28




15 Screws 16 dia x 30 mm 8 Nos 1.00 --- --- ---


Sector arms and Horizontal girders :

17 Sector arm ISMB 250 x 5150 mm 4 Nos 768.00 2.0 --- ---

18 Bracing ISMB 250 x 2200 mm 2 Nos 164.00 1.0 4.0 40

19 ISA 75x75x8 x 1900 mm 4 Nos 68.00 0.6 1.8 18

Contd

241


length in m in m


241.00


in kg electrodes

Contd

20 ISA 75x75x8 x 1400 mm 4 Nos 50.00 0.6 1.8 18

21 ISA 75x75x8 x 1900 mm 4 Nos 68.00 0.6 1.8 18

22 ISA 75x75x8 x 550 mm 4 Nos 20.00 0.6 1.8 18






28 Plate 280x160x20 mm 4 Nos 28.00 1.8 4.0 40

29 Plate 300x160x20 mm 4 Nos 30.00 1.8 4.0 40


31 H-Girder ISMB 300 x 2900 mm 2 Nos 256.00 1.8 --- ---


33 Plate 300x160x20 mm 4 Nos 30.00 1.8 3.7 37


35 ISA 75x75x8 x 1994 mm 3 Nos 53.00 0.5 1.3 13

36 ISA 75x75x8 x 2150 mm 2 Nos 38.00 0.3 0.9 9




Skin plate assembly :


41 Tee ISMB 250/2 x 4950 mm 6 Nos 554.00 14.9 59.4 594

42 Top plate 150x2880x10 mm 1 Nos 34.00 3.0 6.0 60


44 Bottom pl 150x2880x10 mm 1 No. 34.00 3.0 3.8 38

45 Seal support 10x10x2880 1 No. 2.00 --- 5.8 58

46 Side clamp ISA 45x45x6x5000 mm 2 Nos 40.00 0.2 --- ---

47 Bottom clamp 70x2880x10 mm 1 No 16.00 3.0 --- ---

48 Z - seal 5000 mm 2 Nos --- --- --- ---

49 Flat seal 3000 mm 1 No. --- --- --- ---

50 Back plate 60x5000x10 mm 1 No. 24.00 --- 10.0 100

51 GI Bolt/Nut/Washer 12 dia x 50 mm 140 14.00 --- --- ---

Guide roller assembly :

52 Plates 48.00 5.2 2.9 29

53 Guide roller 4 Nos 30.00 --- --- ---

54 Bronze bush 4 Nos 6.00 --- --- ---

55 Pins 4 Nos 4.00 --- --- ---


Pulley supports in gate :

57 Bracket pl 300x350x20 mm 4 Nos 66.00 2.7 5.2 52

58 Plate 160x400x6 mm 2 Nos 6.00 1.1 3.2 32

59 Plate 300x360x20 mm 2 Nos 34.00 1.3 1.9 19



4696.00 107.3 195.5 1955

Total : kg Rm Rm Nos

242


length in m in m


ABSTRACT :







Pins : 41.00 kg









7. Other details :





Item: Rope drum hoist for regulator radial gate :


Note : 1. Data based on fabrication drawings of rope drum hoist for cross regulator radial gate provided

for Alamatti Left Bank Canal under Upper Krishna Project in Karnataka.







in kg electrodes

Embedments :

1 Anchor bolts 20 dia x 750 mm 16 Nos 30.00 0.4 1.0 7

2 Bolt / Nut / Washers 2.00 --- --- ---

3 Plate 220x280x20 mm 8 Nos 77.00 4.0 --- ---



5 Rib plate 225x250x10 mm 8 Nos 35.00 3.8 1.8 13

6 ISMC- 150 x 500 mm 2 Nos 17.00 0.6 2.4 17

7 ISMC- 150 x 1990 mm 2 Nos 61.00 0.6 2.4 17

8 ISMC- 250 x 790 mm 2 Nos 54.00 0.8 4.0 28

9 ISMC- 250 x 1990 mm 4 Nos 272.00 1.6 8.0 56

10 ISMC- 250 x 570 mm 4 Nos 78.00 1.7 8.0 56

11 MS pipe 32 dia x 5250 mm 2 Nos 42.00 --- 0.5 4

12 Flat 50x3100x8 mm 2 Nos 20.00 0.1 0.8 6

Contd

243


in mlength in m



in kg electrodes

Contd

13 ISA 65x65x6 mm x 1130 mm 6 Nos 39.00 0.8 --- ---

14 ISA 65x65x6 mm x 3600 mm 2 Nos 42.00 0.3 14.4 101



17 Chequered pl 400x687x6 mm 2 Nos 29.00 2.2 2.2 15


19 Chequered pl 247x560x6 mm 1 No. 7.00 0.8 0.8 6



22 Plate 250x350x16 mm 4 Nos 44.00 2.4 3.2 22

23 R/F plate 120/62 dia x 8 mm 4 Nos 1.00 2.3 1.5 11

24 Plate 120x470x20 mm 2 Nos 18.00 1.2 0.8 6

25 Plate 80x80x10 mm 4 Nos 2.00 0.6 1.3 9

Pulleys and accessories :

26 CI Pulley 300 dia 2 Nos 36.00 --- --- ---

27 Pin 60 dia x 200 mm 2 Nos 16.00 --- --- ---

28 Bronz bush 80/60 dia x 50 mm 2 Nos 2.00 --- --- ---

29 Plate 40x90x8 mm 4 Nos 2.00 0.5 --- ---


31 Pulley pin 50 dia x 250 mm 2 Nos 8.00 --- --- ---

32 Lock plate 50x90x10 mm 8 Nos 8.00 --- --- ---

33 Spacer 130/60 dia x 25 mm 2 Nos 6.00 --- --- ---


35 CI Pulley 276 dia 4 Nos 72.00 --- --- ---


Gear box :

37 ISMC 250 x 880 mm 2 Nos. 60.00 1.0 --- ---

38 ISMC 250 x 570 mm 2 Nos. 39.00 1.0 0.8 6

39 ISMC 250 x 660 mm 2 Nos. 45.00 1.0 0.8 6

40 ISMC 250 x 450 mm 2 Nos. 31.00 1.0 0.8 6

41 ISMC 250 x 260 mm 2 Nos. 14.00 1.0 0.8 6

42 ISMC 250 x 400 mm 2 Nos. 27.00 1.0 1.6 11

43 Plate 60x880x10 mm 2 Nos 8.00 0.2 1.8 13

44 Plate 60x220x10 mm 2 Nos 2.00 0.2 0.7 5


46 Plate 250x400x20 mm 4 Nos 63.00 2.6 4.0 28

47 Plate 75x240x10 mm 2 Nos 3.00 0.6 1.6 11

48 Plate 130x240x10 mm 8 Nos 20.00 3.0 6.4 45

49 Plate 80x290x20 mm 4 Nos 15.00 1.5 3.0 21

Drive stool :

50 ISMC 150 x 1525 mm 2 Nos 51.00 0.6 --- ---

51 ISMC 150 x 500 mm 3 Nos 25.00 0.9 3.0 21

52 ISA 75x75x8 mm x 500 mm 4 Nos 14.00 0.6 2.4 17

53 Plate 230x280x8 mm 1 No 4.00 0.6 0.5 4

54 Plate 312x330x8 mm 1 No 7.00 0.7 0.7 5

55 ISA 75x75x8 mm x 500 mm 2 Nos 7.00 0.3 0.2 2

Contd


length in m in m

244



in kg electrodes

Contd

56 Plate 65x100x8 mm 3 Nos 1.00 --- --- ---






Drums / Gears / Pinions / Shafts :

62 Rope drum 300 dia x 470 mm 2 Nos 240.00 --- --- ---

63 Drum gear 2 Nos 144.00 --- --- ---


65 First pinion 2 Nos 14.00 --- --- ---

66 Pinion shaft 60 dia x 540 mm 2 Nos 28.00 --- --- ---

67 Bearings 4 Nos 4.00 --- --- ---

68 Plummer blocks for pinions 4 Nos 20.00 --- --- ---

69 Line shaft 50 dia x 431 mm 2 Nos 16.00 --- --- ---

70 Flexible coupling 50 dia 4 Nos 20.00 --- --- ---






76 Spacer pl 150/62 dia x 8 mm 4 Nos 2.00 2.6 1.9 13

Gear box cover :

77 Plate 50x416x5 mm 2 Nos 2.00 0.1 0.9 4

78 IAS 45x45x5 mm x1920 mm 2 Nos 17.00 0.2 0.2 1

79 IAS 45x45x5 mm x1900 mm 4 Nos 35.00 0.4 0.4 2

80 Plate 50x600x5 mm 2 Nos 2.00 0.1 1.3 5

81 Plate 340x1600x3 mm 2 Nos 27.00 3.9 2.0 6

82 Plate 420x850x3 mm 2 Nos 18.00 3.8 2.0 6

83 Plate 420x850x3 mm 2 Nos 18.00 4.0 2.0 6

84 Plate 50x1600x5 mm 2 Nos 7.00 0.1 1.5 6

85 Plate 50x1200x5 mm 2 Nos 5.00 0.1 1.0 4

86 Inspection cover 200x200x3 mm 2 Nos 2.00 0.8 --- ---

87 Handle 16 dia 250 mm 6 Nos 3.00 0.1 0.6 6

Drive unit cover :

88 IAS 45x45x5 mm x590 mm 2 Nos 4.00 0.2 0.2 1

89 IAS 45x45x5 mm x247 mm 2 Nos 2.00 0.2 0.2 1

90 IAS 45x45x5 mm x1037 mm 2 Nos 7.00 0.2 0.2 1

91 IAS 45x45x5 mm x940 mm 2 Nos 6.00 0.2 0.2 1

92 IAS 45x45x5 mm x1570 mm 2 Nos 11.00 0.2 0.2 1

93 IAS 45x45x5 mm x520 mm 2 Nos 4.00 0.2 0.2 1

94 Plate 550x580x3 mm 1 No. 8.00 1.1 1.1 3

95 Plate 930x1495x3 mm 2 Nos 34.00 4.9 4.5 14

96 Plate 550x930x3 mm 1 No 13.00 1.5 1.5 4

97 Plate 50x715x3 mm 2 Nos 2.00 0.1 1.5 4

98 Plate 620x1600x3 mm 1 No 25.00 2.3 2.0 6

Contd

245

in m


length in m



in kg electrodes

Contd

99 Plate 200x200x3 mm 1 No 1.00 0.4 --- ---

100 Plate 250x400x3 mm 1 No 2.00 0.7 1.0 3

101 Plate 100x100x3 mm 1 No 0.50 0.2 0.4 2

102 Flat 50x350x5 mm 2 Nos 1.00 0.10 1.4 6

103 Flat 50x100x5 mm 2 Nos 1.00 0.10 0.4 2

104 Flat 50x350x5 mm 2 Nos 1.00 0.10 0.7 4

105 Handle 16 dia x 450 mm 4 Nos 3.00 0.10 0.8 10

106 Handle 16 dia x 350 mm 2 Nos 1.00 --- 0.4 5



Other components :

109 Steel wire rope 12 dia 6x36 - 2 x 35 m 40.00 --- --- ---

110 Rope socket with pin 2 Nos 14.00 --- --- ---

111 Elecon gear unit 1 No 102.00 --- --- ---


113 Ele-magnetic brake 18.00 --- --- ---

114 Brake drum coupling 150 dia 7.00 --- --- ---

Total : 2947.50 85.5 129.5 825

kg Rm Rm Nos

ABSTRACT :






Rope drums 2 Nos Gears 2 Nos : 384.00 kg

Pinions : 14.00 kg

Pulleys 6 Nos : 108.00 kg

Plummer blocks 6 Nos / couplings : 47.00 kg


Shafts : 75.00 kg

Pins : 24.00 kg






12 mm dia 6 / 36 construction 2 x 35 Rm : 40.00 kg






Rope socket with pin : 2 Nos



246

length in m in m


7. Other details :




Manual operation assembly :

Note: For this assembly a lumpsum rate is proposed in the data rate analysis. The details furnished

below for this assembly are only for information to assess approximate cost of the assembly.

Therefore, the quantity details of this assembly are not included in the abstract of materials.


in kg electrodes

1 IAS 50x50x5 mm x 775 mm 4 Nos 14.00 0.4 0.6 4

2 Plummer blocks - sprocket shafts 3 Nos 6.00 --- --- ---

3 Handle 1.50 --- --- ---

4 Round 32 dia x 500 m / c 3.00 --- --- ---

5 ISA 50x50x6 mm x 300 mm 2 Nos 3.00 0.2 0.4 5

6 ISA 75x75x8 mm x 210 mm 1 No 2.00 0.2 0.6 7

7 Round 32 dia x 361 m / c 2.00 --- --- ---

8 Dog clutch 45 dia and lever 15.00 --- --- ---

9 Sprocket 30 theeth 4.50 --- --- ---

10 Sprocket 15 theeth 1.00 --- --- ---

11 Sprocket chain 2.50 --- --- ---


55.00 0.80 1.60 16

kg Rm Rm Nos


Item: Manually operated Rope drum hoist for regulator radial gate :


Note : 1. Data based on fabrication drawings of rope drum hoist without considering drive unit for cross

regulator radial gate for Alamatti Left Bank Canal under Upper Krishna Project in Karnataka.







in kg electrodes

Embedments :

1 Anchor bolts 20 dia x 750 mm 16 Nos 30.00 0.4 1.0 7

2 Bolt / Nut / Washers 2.00 --- --- ---

3 Plate 220x280x20 mm 8 Nos 77.00 4.0 --- ---




6 ISMC- 150 x 500 mm 2 Nos 17.00 0.6 2.4 17

Contd


247

length in m in m

length in m in m




in kg electrodes

Contd

7 ISMC- 150 x 1990 mm 2 Nos 61.00 0.6 2.4 17

8 ISMC- 250 x 790 mm 2 Nos 54.00 0.8 4.0 28

9 ISMC- 250 x 1990 mm 4 Nos 272.00 1.6 8.0 56

10 ISMC- 250 x 570 mm 4 Nos 78.00 1.7 8.0 56

11 MS pipe 32 dia x 5250 mm 2 Nos 42.00 --- 0.5 4

12 Flat 50x3100x8 mm 2 Nos 20.00 0.1 0.8 6

13 ISA 65x65x6 mm x 1130 mm 6 Nos 39.00 0.8 --- ---

14 ISA 65x65x6 mm x 3600 mm 2 Nos 42.00 0.3 14.4 101








22 Plate 250x350x16 mm 4 Nos 44.00 2.4 3.2 22

23 R/F plate 120/62 dia x 8 mm 4 Nos 1.00 2.3 1.5 11

24 Plate 120x470x20 mm 2 Nos 18.00 1.2 0.8 6

25 Plate 80x80x10 mm 4 Nos 2.00 0.6 1.3 9

Pulleys and accessories :

26 CI Pulley 300 dia 2 Nos 36.00 --- --- ---

27 Pin 60 dia x 200 mm 2 Nos 16.00 --- --- ---


29 Plate 40x90x8 mm 4 Nos 2.00 0.5 --- ---


31 Pulley pin 50 dia x 250 mm 2 Nos 8.00 --- --- ---

32 Lock plate 50x90x10 mm 8 Nos 8.00 --- --- ---



35 CI Pulley 276 dia 4 Nos 72.00 --- --- ---


Gear box :

37 ISMC 250 x 880 mm 2 Nos. 60.00 1.0 --- ---

38 ISMC 250 x 570 mm 2 Nos. 39.00 1.0 0.8 6

39 ISMC 250 x 660 mm 2 Nos. 45.00 1.0 0.8 6

40 ISMC 250 x 450 mm 2 Nos. 31.00 1.0 0.8 6

41 ISMC 250 x 260 mm 2 Nos. 14.00 1.0 0.8 6

42 ISMC 250 x 400 mm 2 Nos. 27.00 1.0 1.6 11

43 Plate 60x880x10 mm 2 Nos 8.00 0.2 1.8 13

44 Plate 60x220x10 mm 2 Nos 2.00 0.2 0.7 5


46 Plate 250x400x20 mm 4 Nos 63.00 2.6 4.0 28

47 Plate 75x240x10 mm 2 Nos 3.00 0.6 1.6 11

48 Plate 130x240x10 mm 8 Nos 20.00 3.0 6.4 45

49 Plate 80x290x20 mm 4 Nos 15.00 1.5 3.0 21

Contd

248

in m


length in m



in kg electrodes

Contd

Drive stool :

50 ISMC 150 x 1525 mm 2 Nos 51.00 0.6 --- ---

51 ISMC 150 x 500 mm 3 Nos 25.00 0.9 3.0 21

52 ISA 75x75x8 mm x 500 mm 4 Nos 14.00 0.6 2.4 17

53 Plate 230x280x8 mm 1 No 4.00 0.6 0.5 4

54 Plate 312x330x8 mm 1 No 7.00 0.7 0.7 5

55 ISA 75x75x8 mm x 500 mm 2 Nos 7.00 0.3 0.2 2

56 Plate 65x100x8 mm 3 Nos 1.00 --- --- ---






Drums / Gears / Pinions / Shafts :

62 Rope drum 300 dia x 470 mm 2 Nos 240.00 --- --- ---

63 Drum gear 2 Nos 144.00 --- --- ---


65 First pinion 2 Nos 14.00 --- --- ---

66 Pinion shaft 60 dia x 540 mm 2 Nos 28.00 --- --- ---

67 Bearings 4 Nos 4.00 --- --- ---

68 Plummer blocks for pinions 4 Nos 20.00 --- --- ---

69 Line shaft 50 dia x 431 mm 2 Nos 16.00 --- --- ---

70 Flexible coupling 50 dia 4 Nos 20.00 --- --- ---






76 Spacer pl 150/62 dia x 8 mm 4 Nos 2.00 2.6 1.9 13

Gear box cover :

77 Plate 50x416x5 mm 2 Nos 2.00 0.1 0.9 4

78 IAS 45x45x5 mm x1920 mm 2 Nos 17.00 0.2 0.2 1

79 IAS 45x45x5 mm x1900 mm 4 Nos 35.00 0.4 0.4 2

80 Plate 50x600x5 mm 2 Nos 2.00 0.1 1.3 5

81 Plate 340x1600x3 mm 2 Nos 27.00 3.9 2.0 6

82 Plate 420x850x3 mm 2 Nos 18.00 3.8 2.0 6

83 Plate 420x850x3 mm 2 Nos 18.00 4.0 2.0 6

84 Plate 50x1600x5 mm 2 Nos 7.00 0.1 1.5 6

85 Plate 50x1200x5 mm 2 Nos 5.00 0.1 1.0 5

86 Inspection cover 200x200x3 mm 2 Nos 2.00 0.8 --- ---

87 Handle 16 dia 250 mm 6 Nos 3.00 0.1 0.6 4

Other components :

88 Steel wire rope 12 dia 6x36 - 2 x 35 m 40.00 --- --- ---

89 Rope socket with pin 2 Nos 14.00 --- --- ---

90 Elecon gear unit 1 No 102.00 --- --- ---

Total : 2749.00 72.7 112.6 755

kg Rm Rm Nos

249


in mlength in m


ABSTRACT :






Rope drums 2 Nos Gears 2 Nos : 384.00 kg

Pinions : 14.00 kg

Pulleys 6 Nos : 108.00 kg

Plummer blocks 6 Nos / couplings : 47.00 kg


Shafts : 75.00 kg

Pins : 24.00 kg






12 mm dia 6 / 36 construction 2 x 35 Rm : 40.00 kg




Rope socket with pin : 2 Nos


7. Other details :




Manual operation assembly :

Note: For this assembly a lumpsum rate is proposed in the data rate analysis. The details furnished

below for this assembly are only for information to assess approximate cost of the assembly.

Therefore, the quantity details of this assembly are not included in the abstract of materials.


in kg electrodes

1 IAS 50x50x5 mm x 775 mm 4 Nos 14.00 0.4 0.6 4

2 Plummer blocks - sprocket shafts 3 Nos 6.00 --- --- ---

3 Handle 1.50 --- --- ---

4 Round 32 dia x 500 m / c 3.00 --- --- ---

5 ISA 50x50x6 mm x 300 mm 2 Nos 3.00 0.2 0.4 2

6 ISA 75x75x8 mm x 210 mm 1 No 2.00 0.2 0.6 4

7 Round 32 dia x 361 m / c 2.00 --- --- ---

8 Dog clutch 45 dia and lever 15.00 --- --- ---

9 Sprocket 30 theeth 4.50 --- --- ---

10 Sprocket 15 theeth 1.00 --- --- ---

11 Sprocket chain 2.50 --- --- ---


55.00 0.80 1.60 10

kg Rm Rm Nos

250


length in m in m



Item: Embedded parts for vertical lift Regulator / Escape gate :

( With top seal seat arrangement )


Note : 1. Data based on fabrication drawings of embedded parts for vertical lift roller gate provided for

Alamatti Left Bank Canal Escape structure under Upper Krishna Project in Karnataka.







in kg electrodes

Sill beam :


2 Plate 400x2600x10 mm 1 No. 82.00 3.0 --- ---

3 ISA 75x75x8 x 2600 mm 2 Nos 46.50 0.3 10.4 73


Roller track :


6 ISMC 300 x 4800 mm 2 Nos 349.00 1.0 1.6 11

7 Half ISMB 250 x 4800 mm 2 Nos 180.00 5.3 19.2 134




Side seal track :


12 ISMC 300 x 4800 mm 2 Nos 349.00 1.0 1.6 11

13 ISA 75x75x8 x 300 mm 20 Nos 53.50 3.0 18.0 126


Guide :

15 Plate 400x4800x10 mm 2 Nos 301.50 10.4 39.2 274

16 ISA 75x75x8 x 4800 mm 2 Nos 85.50 0.3 19.2 134

17 Plate 40x4800x25 mm 2 Nos 75.50 0.1 19.2 134

Top seal track :


19 ISMC 300 x 2000 mm 1 No. 73.00 0.5 1.2 8

20 Plate 90x300x10 mm 2 Nos 4.50 0.2 1.9 13

21 ISA 75x75x8 x 300 mm 4 Nos 6.00 0.6 3.8 27



Total : 1784.00 39.9 206.5 1399

kg Rm Rm Nos

ABSTRACT :




251

in mlength in m







4. Other details :






Item: Vertical lift roller gate for Regulator / Escape :

( With top seal arrangement )


Note : 1. Data based on fabrication drawings of vertical lift roller gate provided for Alamatti Left Bank

Canal Escape structure under Upper Krishna Project in Karnataka.







in kg electrodes


2 End girder pl 230x2200x10 mm 4 Nos 159.00 9.8 17.6 123

3 H-girder half ISMB 450 x 2260 mm 2 Nos 163.50 2.6 10.2 71

4 Stiffener ISA 75x75x8 x 2260 mm 1 No. 20.00 0.2 5.1 36

5 Ver stiffener half ISMB450 x 340 mm 1 12.00 0.5 2.2 15

6 Ver stiffener half ISMB450 x 1340 mm 1 48.50 2.0 4.0 28






12 Plate 230x500x10 mm 2 Nos 18.00 1.5 3.5 25




16 Cover plate 160 dia x 10 mm 4 Nos 6.50 2.0 --- ---

17 Seal base pl 40x2130x10 mm 2 Nos 13.50 0.1 8.7 61

18 Clamp plate 40x2175x10 mm 2 Nos 13.50 0.1 --- ---

19 Side seal 30 diax90 x 1975 mm 2 Nos --- --- ---

20 Clamp plate 70x2060x10 mm 1 No 11.50 0.1 --- ---

21 Seal support 12x2060x12 mm 1 No. 2.50 2.1 4.1 29

22 Bottom seal 76x2250x10 mm 1 No. --- --- ---

23 Top seal 30 diax90 x 1850 mm 1 No. --- --- ---

24 Clamp plate 40x2160x10 mm 1 No. 7.00 --- --- ---

Contd

252


length in m in m



in kg electrodes

Contd

25 Seal base pl 40x2250x10 mm 1 No. 7.00 --- 4.5 32

26 Plate for guide rollers 72.00 1.4 1.8 13

27 Guide roller 4 Nos 8.00 --- --- ---

28 Wheel bush 4 Nos 5.00 --- --- ---

29 Lifting pin 90 dia x150 mm 1 No. 9.00 --- --- ---

30 Keeper plate 50x110x10 mm 1 No. 0.50 --- --- ---


32 Corner seal 200x200 mm 2 Nos --- --- ---



35 Wheel 200/80 dia x 50 mm 4 Nos 41.50 --- --- ---

36 Wheel axle 60 dia x 176 mm 4 Nos 21.00 --- --- ---

37 Seal bolts/nuts 12 dia x 40 mm 110 Nos 7.50 --- --- ---

Total : 1216.50 45.1 93.7 658

kg Rm Rm Nos

ABSTRACT :












Side rubber seal ( uncladed ) : 3.95 Rm

Top rubber seal ( uncladed ) : 1.85 Rm




7. Other details :





Item: 3 t capacity screw hoist for vertical lift roller gate :


Note : 1. Data based on fabrication drawings of embedded parts for vertical lift roller gate for Alamatti

Left Bank Canal Escape structure under Upper Krishna Project in Karnataka.




253


length in m in m





in kg electrodes

Hoist platform :

1 ISMB 250 x 2600 mm 2 Nos 194.00 1.0 --- ---

2 ISMC 200 x 2125 mm 2 Nos 95.00 0.7 --- ---

3 Chequered plate 1000x1900x5 mm 2 Nos 172.00 3.8 --- ---

4 ISA 65x65x6 x 1990 mm 2 Nos 23.00 0.3 0.4 3

5 ISA 50x50x6 x 2600 mm 2 Nos 23.50 0.2 0.4 3

6 ISA 50x50x6 x 1255 mm 6 Nos 34.00 0.6 --- ---

7 Plate 50x2000x5 mm 2 Nos 8.00 0.1 0.2 2

8 Plate 135x250x10 mm 8 Nos 21.00 3.1 6.0 42

9 Plate 300x300x16 mm 8 Nos 90.50 4.8 --- ---

10 Plate 200x205x10 mm 6 Nos 19.00 2.4 3.0 21

11 Pipe 32 dia x 4400 mm 2 Nos 23.00 --- --- ---

12 Anchor rod 20 dia x 500 mm 16 Nos 23.00 0.3 --- ---

13 Bolt/Nut/Washer 8.00 --- --- ---

Hoist parts :

14 Hoist body 1 No. 36.00 --- --- ---

15 Hoist stem 60 dia x 3400 mm 1 No. 75.50 --- --- ---

16 Lock nut 1 No. 3.00 --- --- ---

17 Main nut 1 No. 16.00 --- --- ---

18 Thrust bearing 2 Nos 4.00 --- --- ---

19 Plate 120x150x10 mm 2 Nos 2.50 0.5 --- ---

20 Plate 40x40x10 mm 4 Nos 0.50 0.2 --- ---

Total : 871.50 18.0 10.0 71

kg Rm Rm Nos

ABSTRACT :





2. Cast iron components : IS : 1030

Hoist body / Lock nut / Main nut : 55.00 kg




Hoist stem : 75.50 kg




Pipe 32 mm dia : 8.80 Rm

7. Other details :


Length of weld : 10.00 Rm


254


length in m in m



Item: Embedded parts for Regulator / Escape stoplog gate :


Note : 1. Data based on fabrication drawings of embedded parts for cross regulator stoplog gate for

Alamatti Left Bank Canal cross regulator under Upper Krishna Project in Karnataka.







in kg electrodes

Sill beam :


2 Plate 400x2600x10 mm 1 No. 82.00 3.0 --- ---

3 ISA 75x75x8 x 2600 mm 2 Nos 46.50 0.3 10.4 73


Roller track :


6 ISMC 300 x 4800 mm 2 Nos 349.00 1.0 1.6 11

7 Half ISMB 250 x 4800 mm 2 Nos 180.00 5.3 19.2 134




Side seal track :


12 ISMC 300 x 4800 mm 2 Nos 349.00 1.0 1.6 11

13 ISA 75x75x8 x 300 mm 20 Nos 53.50 3.0 18.0 126


Guide :

15 Plate 400x4800x10 mm 2 Nos 301.50 10.4 39.2 274

16 ISA 75x75x8 x 4800 mm 2 Nos 85.50 0.3 19.2 134

17 Plate 40x4800x25 mm 2 Nos 75.50 0.1 19.2 134

Total : 1684.50 36.4 195.0 1330

kg Rm Rm Nos

ABSTRACT :






3. Other details :





255

in m

Weld length

length in m

Gas cutting



Item: Stoplog gate for Regulator :

( Data for one element )


Note : 1. Data based on fabrication drawings of stoplog gate elements for cross regulator of Alamatti

Left Bank Canal under Upper Krishna Project in Karnataka.







in kg electrodes


2 ISMB 250 x 2293 mm 2 Nos 171.00 1.0 9.6 67

3 ISMB 250 x 980 mm 2 Nos 73.00 1.0 4.4 31

4 Plate 150x250x10 mm 2 Nos 4.00 0.7 0.4 3

5 ISMB 250 x 237 mm 2 Nos 18.00 1.0 1.4 10

6 ISMB 250 x 493 mm 1 No. 18.50 0.5 1.2 8

7 Plate 150x493x10 mm 2 Nos 11.50 1.3 2.0 14

8 Plate 150x237x10 mm 4 Nos 11.50 1.6 4.3 30

9 Plate 200x237x10 mm 4 Nos 15.00 1.8 5.1 36

10 Plate 200x493x10 mm 2 Nos 15.50 1.4 3.6 25

11 Plate 100x260x10 mm 5 Nos 10.00 0.5 --- ---

12 Plate 50x1000x10 mm 2 Nos 8.00 0.1 4.0 28

13 Slide blocks 50x25x20 mm 4 Nos 1.00 0.1 F8 0.6 11

14 Plate 50x2200x10 mm 1 Nos 8.50 --- 4.4 31

15 Plate 70x250x10 mm 2 Nos 3.00 0.2 2.3 16

16 Plate 150x300x10 mm 4 Nos 14.00 1.8 1.2 8

17 Plate 110x250x10 mm 2 Nos 4.50 0.7 1.5 11

18 Pin 50 dia x 100 mm 2 Nos 3.00 --- --- ---


20 ISA 45x45x6 x 1000 mm 2 Nos 8.00 0.1 --- ---

21 Side seal 1005 mm 2 Nos --- --- --- ---

22 Plate 10x1860x10 mm 1 No. 1.50 --- 3.9 27


24 Bottom seal 76x2000 mm 1 No. --- --- --- ---

25 Plates for 4 Guide shoe assembly 18.00 1.3 1.8 13




Total for 1 element : 633.50 18.7 55.7 397

Total for 4 elements : 2534.00 74.8 222.8 1588

kg Rm Rm Nos

ABSTRACT :




length in m in m

256




Hook pins : 12.00 kg

3. Rubber seal : IS : 11855

Bottom rubber seal ( uncladded ) : 8.00 Rm

Side rubber seal ( uncladded ) : 8.04 Rm




5. Other details :





Item: Embedded parts for trash rack structure of pump hpuse / penstock intake.

( Data for one vent / bay )


Note : 1. Data based on fabrication drawings of embedded parts for coarse screen for pump house

intake of Maralihalla pump house for Bellary Thermal station in Karnataka.







in kg electrodes

1 Plate 350x12000x10 mm 2Nos. 659.4 24.7

2 Plate 170x12000x10 mm 4 Nos 640.56 48.7 96 960

3 Flat 50x150x8 mm 46 Nos 21.66 4.6 2.3 23

Total for 1 vent : 1321.62 78.0 98.3 983

kg Rm Rm Nos

ABSTRACT :



2. Other details :





Item: Coarse and Fine screens for pump house intake ( Data for one vent ).


Note : 1. Data based on fabrication drawings of coarse and fine screens for pump house intake of

Maralihalla pump house for Bellary Thermal station in Karnataka.


257

length in m in m








in kg electrodes

For one panel :

Coarse screen ( Trash rack ) :

1 ISMC 250x80x3750 mm 2 Nos 228.00 0.8

2 ISMC 250x80x3750 mm 2 Nos 164.16 0.8 1.8 18

3 ISMB 250x125x3736 mm 3 Nos 418.05 3.9 4.8 48

4 Flat 50x2680x10 mm 28 Nos 294.53 1.4 1.1 11

5 Plate 200x200x10 mm 4Nos 12.56 2.6 2.6 26

6 Plate 320x370x12 mm 2 Nos 11.15 3.4 2.6 26

7 Plate 170x300x12 mm 2 Nos 9.60 1.7 1.6 16

Fine screen frame :

8 Angle 65x65x8x2700 mm 8 Nos 166.32 1.8 4.0 40

9 Angle 65x65x8x235 mm 42 Nos 76.00 5.5 16.8 168

10 Angle 65x65x8x3430 mm 2 Nos 26.50 0.3

11 Flat 50x2680x10 mm 7 Nos 73.60 0.4 2.8 28

12 Flat 50x235x10 mm 56 Nos 51.65 2.8 11.2 112

13 Weld mesh 2700x3440 mm 1 No 20.00

( 2 mm dia 25x25 mm opening )

14 Bolt/Nut/Washer 16 dia x 45 mm 38 6.70

15 40 dia x 150 mm rod 2 Nos 3.00 0.3 3

Total for 1 panel : 1561.82 25.3 49.6 496

Total for 3 panels of 1 vent : 4685.46 76.0 148.7 1488

kg Rm Rm Nos

ABSTRACT :




2. Weld mesh ( 2 mm dia 25x25 mm opening ) : 27.86 sqm

3. GI Bolt / Nut / Washer : 20.10 kg

4. Other details :




length in m in m

258


GATE / HOIST AND ALLIED WORKS - Karnatakawaterresources.kar.nic.in/S.R 2014-15/Data rates-Gate Works...

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Transcript of GATE / HOIST AND ALLIED WORKS - Karnatakawaterresources.kar.nic.in/S.R 2014-15/Data rates-Gate Works...