KGBV Nakarikallu

8/8/2019 KGBV Nakarikallu

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Description No. L B D Qty. Rate Per

1 2 3 4 5 6 7 8 9 10

Sl.No.

Units

Walls (6-21) 1 5.62 0.45 0.90 2.28

Walls (34-96) 1 17.43 0.45 0.90 7.06

Walls (1-3) 1 6.11 0.45 0.90 2.47

Walls (4-6) 1 6.1 0.45 0.90 2.47

Walls (10-16) 1 17.55 0.45 0.90 7.11Walls (20-21) 1 4.5 0.45 0.90 1.82

Walls (33-34) 1 4.5 0.45 0.90 1.82

Walls (84-96) 1 30.56 0.45 0.90 12.38

Walls (36-42) & (63-69) 2 17.55 0.45 0.90 14.22

Walls (35-62) & (43-70) 2 9.59 0.45 0.90 7.77

Inbetween column portions. 12 1.2 0.45 0.90 5.83

19 1.02 0.45 0.90 7.85

22 0.82 0.45 0.90 7.31

27 0.62 0.45 0.90 6.78

0.08

98.70 Cum 1,785.66 Cum


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1 2 3 4 5 6 7 8 9 10

Sl.No.

Units

4

Footings (F1) 12 1.85 1.85 0.40 16.43

Footings (F2) 19 1.55 1.55 0.40 18.26

Footings (F3) 22 1.35 1.35 0.40 16.04

Footings (F4) 21 1.00 1.00 0.25 5.25

Footings (CF1) 5 1.85 1.85 0.40 6.85

Footings (CF2) 2 1.60 1.60 0.30 1.54

Footings (CF3) 5 1.20 1.20 0.23 1.66

0.0766.08 Cum 3,962.30 Cum

Pedestal - P1 67 0.53 0.38 0.60 8.10

Pedestal - P2 31 0.38 0.38 0.60 2.69

0.02

10.80 Cum 3,962.30 Cum

5

Column up to plinth - F1 12 0.23 0.38 0.85 0.89




Column up to plinth - CF1 10 0.23 0.38 0.85 0.74



0.09

7.90 Cum 5,018.30

6

Plinth Beam

Wall 1-3 1 6.11 0.23 0.30 0.42

7 6.11 0.23 0.30 2.95

Wall -84-1,86-3 2 24.4 0.23 0.30 3.37

Wall -85-72 1 4.8 0.23 0.30 0.33

Wall 72-60 1 21.04 0.23 0.30 1.45

Vibrated Reinforced cement concrete as per IS 456 equivalent to(1:2:4) prop nominal mix (cement fine aggreate, coarseaggregate) using 20mm size HBG (SS 5) machine crushed metalfrom approved quarry inclduing cost and conveyance of allmaterials water to wrok site and all operational, incidental,blasting , seig charges, sales and other taxed and all labourcharges such as centering, cutting, scafolding. lift chargesmachine mixing, curing, vibrating etc complete but excluding costof steel and fabrication for finished item of work

Vibrated Reinforced cement concrete as per IS 456 equivalent to(1:1.5:3) prop nominal mix (cement fine aggreate, coarseaggregate) using 20mm size HBG (SS 5) machine crushed metalfrom approved quarry inclduing cost and conveyance of allmaterials water to wrok site and all operational, incidental,blasting , seig charges, sales and other taxed and all labourcharges such as centering, cutting, scafolding. lift charges

machine mixing, curing, vibrating etc complete but excluding costof steel and fabrication for finished item of work

Vibrated Reinforced cement concrete as per IS 456 equivalent to(1:2:4) prop nominal mix (cement fine aggreate, coarseaggregate) using 20mm size HBG (SS 5) machine crushed metalfrom approved quarry inclduing cost and conveyance of allmaterials water to wrok site and all operational, incidental,blasting , seig charges, sales and other taxed and all labourcharges such as centering, cutting, scafolding. lift chargesmachine mixing, curing, vibrating etc complete but excluding costof steel and fabrication for finished item of work

Wall 7-9,22-4, 44-46, 53-55, 59-61,77-73, 84-86.

Wall 10-16 25-31 36-42 63-69 74-


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1 2 3 4 5 6 7 8 9 10

Sl.No.

Units

7

Column above plinth - C1 3 0.23 0.38 3.60 0.94






Column above plinth - C7 3 0.3 0.3 3.60 0.970.05

27.80 Cum 5,018.30 Cum

8

Beam (1-3) & (22-24) 2 6.1 0.23 0.30 0.84

Beam (4-6) 1 6.1 0.23 0.30 0.42

Beam (7-9) 1 6.25 0.23 0.38 0.55

Beam (10-16) & (25-31) 2 17.55 0.23 0.30 2.42

Beam (x-y) 1 4.8 0.23 0.38 0.42

Beam (a-19) & (b-21) 2 6.33 0.23 0.30 0.87

Beam (44-45) (53-54) (69-60) 3 4.65 0.23 0.38 1.22

Beam (33-34) (48-49) (z-z) 5 4.65 0.23 0.38 2.03

Beam (71-72) (82-83) 2 3.15 0.23 0.30 0.43

Beam (72-73) (81-83) 2 2.87 0.23 0.38 0.50

Beam (74-80) (87-93) 2 17.55 0.23 0.30 2.42

Beam (84-86) (94-96) 2 6.48 0.23 0.30 0.89

Beam (97-98) 1 5.54 0.23 0.30 0.38

Beam (84-71) (95-82) 6 4.42 0.23 0.38 2.32

4 5.91 0.23 0.38 2.07

Beam (97-76) (98-78) 2 7.97 0.23 0.38 1.39

Beam (59-22) 1 12.92 0.23 0.30 0.89

Beam (22-1) (23-2) (24-3) 3 7.06 0.23 0.38 1.85

Beam (60-2) 1 14.15 0.23 0.30 0.98

Beam (36-10) (42-16) 2 6.14 0.23 0.38 1.07

Beam (26-11) (30-15) 5 4.45 0.23 0.38 1.94

Beam (43-32) (17-4) 2 1.8 0.23 0.23 0.19

Beam (32-17) 1 4.45 0.23 0.38 0.39

Beam (20-5) (21-6) 2 5.53 0.23 0.30 0.76

Beam (z-57) 1 4.45 0.23 0.38 0.39

Beam (57-33) (58-34) 2 7.95 0.23 0.30 1.10

Beam (96-58) 1 9.23 0.23 0.38 0.81

Vibrated Reinforced cement concrete as per IS 456 equivalent to(1:1.5:3) prop nominal mix (cement fine aggreate, coarseaggregate) using 20mm size HBG (SS 5) machine crushed metalfrom approved quarry inclduing cost and conveyance of allmaterials water to wrok site and all operational, incidental,blasting , seig charges, sales and other taxed and all labourcharges such as centering, cutting, scafolding. lift chargesmachine mixing, curing, vibrating etc complete but excluding costof steel and fabrication for finished item of work

Vibrated Reinforced cement concrete as per IS 456 equivalent to(1:2:4) prop nominal mix (cement fine aggreate, coarseaggregate) using 20mm size HBG (SS 5) machine crushed metalfrom approved quarry inclduing cost and conveyance of allmaterials water to wrok site and all operational, incidental,blasting , seig charges, sales and other taxed and all labourcharges such as centering, cutting, scafolding. lift chargesmachine mixing, curing, vibrating etc complete but excluding costof steel and fabrication for finished item of work.Roof beams


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1 2 3 4 5 6 7 8 9 10

Sl.No.

Units

0.09

68.80 Sqm 462.34 Sqm

Slab (175mm thick)

Waist slab 2 1.4 5.1 14.28 Sqm 651.96 Sqm

Lintels

Over D1 15 1.5 0.23 0.15 0.78

Over D3 &D3 2 1.2 0.23 0.15 0.08

Over D4 20 1.05 0.23 0.15 0.72

Over HW 3 1.2 0.23 0.15 0.12

Over KW 3 1.5 0.23 0.15 0.16

Over W 39 1.5 0.23 0.15 2.02

0.02

3.90 Cum 4,149.80 Cum

Bressumer beam

36-42 & 62-69 2 17.55 0.23 0.30 2.42

62-35, 70-43 2 9.35 0.23 0.30 1.29

0.09

3.80 Cum 4,592.30 Cum

Sun Shades 0.6mt width 25 1.5 37.50 Rmt 224.13 Cum

Sun Shades - 0.45mt width 2 17.55 35.10

(along bressumer) 2 9.35 18.70

53.80 Rmt 190.72 Cum

9

Earth - CC, RCC,RR &CRS 236.86 Cum 17.25 Cum

10.

Class rooms 2 6.6 4.8 0.900 57.02

2 6.6 4.8 0.900 57.02

1 4.8 4.8 0.900 20.74

dormitory 2 9.6 4.8 0.900 82.94

1 8.28 4.8 0.900 35.77

Kitchen 1 4.92 4.8 0.900 21.25

Dining 1 10.8 4.8 0.900 46.66

Staffroom 2 4.8 3 0.900 25.92

Staircase 1 3 4.8 0.900 12.96

Toilets 1 6.6 6.6 0.900 39.20

Corridor 2 23.1 13.1 0.900 544.70

Courtyard 1 19.5 10.5 0.900 184.28

Portico 1 6.35 4 0.900 22.86

0.07

1151.40 Cum 143.30 Cum

11.

Filling with usefull available exacavated earth (excluding rock) intrenches, sides of foundatin with intial lead in layers not

exceeding 15cm thick consolidating each deposited layer bywatering and ramming including all labour charges, hire charges,T&P Etc., complete for finished item of work (APSS No. 309 & 310)

Filling with gravel for basement with initial lead in layers notexceeding 15cm thick consolidating each deposited layer bywatering and ramming including all labour charges, hire charges, T&P Etc., Complete for finished item of work . (APSS No. 309 &310)

Brick masonry for panel walls in super structure 23cm thick withCM(1:6) prop (cement : sand) using second class bricks havingminimum crushing strength of 40kgs/sq cm including cost andconveyance of all materials like cement, sand, bricks, water etc.,to site. including seigniorage charges, sales and other taxes on allmaterials and all operational, incidential charges such as labourcharges, mixing cement mortor, scaffolding charges, constructionmasonry, lift charges, curing etc., complete for finished item ofwork (APSS No 501 & 504)


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1 2 3 4 5 6 7 8 9 10

Sl.No.

Units

Wall (82-57) (51-48) 1 7.21 0.23 3.60 5.97

Wall (96-34) 1 24.63 0.23 3.60 20.39

Corridor ( 36-42) & (63-69) 2 17.78 0.23 2.50 20.45

(62-35) (70-43) 2 9.60 0.23 2.50 11.04

Deductions

D1 Doors 15 1.2 0.23 2.10 -8.69

D3 & D3 2 0.9 0.23 2.10 -0.87

W1 windows 34 1.25 0.23 1.35 -13.20

SW windows 3 0.9 0.23 0.90 -0.56

KW 1 1.2 0.23 0.90 -0.25

Ventilators (Toilets) 10 0.9 0.23 0.60 -1.24

Ventilators (below slab) 51 0.9 0.23 0.20 -2.11

Openings 2 3 0.23 3.25 -4.49

0.04

162.10 Cum 2,302.93 Cum

12

59-60 1 4.8 3.17 15.22

9 4.8 3.17 136.94

57-51,48-38, 2 3.47 3.25 32.56

Toilets 1 6.37 3.25 20.70

1 4.5 3.25 14.63

4 4.5 2.10 37.80

4 1.23 2.10 10.33

8 0.9 2.10 15.12

4 1.07 2.10 8.99

PH toilet 1 1.64 2.10 3.44

Deductions

D3 1 0.9 2.10 -1.89

D4 20 0.75 2.10 -31.50

0.06

262.40 Sqm 300.39 Sqm

Reinforced Brick masonary for partition walls (11.5cm thick ) inCM(1:4) prop (cement:sand) using second class bricks withcrushing strength not less than 40kg/sqcm and planking 2nos of6mm MS plain rods at every 600mm c/c with free ends of thereinforcement pegged into mortor joints of main brick wall whereapplicable, inclding cost and conveyance of all materials likecement, sand, bricks, water etc., to site inclduing seignioragecharges, sales and other taxes on all the materials, scaffoldingcharges and all labour charges, mixing cement mortar, liftcharges, curing etc., complete but excluding cost of steel and itsfabrication charges for finished item of work (APSS No.501 &509)

23-8-,24-9,28-13,31-16,86-73,89-76,90-77,91-78,93-80.


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1 2 3 4 5 6 7 8 9 10

Sl.No.

Units

13.

D1 size 1.2m x 2.1 m DS 15 15.00 Nos. 5,386.62 Each

D3 & D3, size 0.9m x 2.1m 2 2.00 Nos. 4,610.12 Each

D4 size 0.75m x 2.1m SS 20 20.00 Nos. 4,105.92 Each

14.

W - 1.2m X 1.35m size (no shutters) 4 4.00 Nos. 2,553.43 Each

32 32.00 Nos. 5,695.94 Each

Supply and fixing of Door with sale/Assam teak wood door frameof size 65mm X 100mm along with flush door shutters solid bondwood block board type with commercial ply on booth faces of35mm 204, 300mm long 2 No.s MS Powder coated Butt hinges IS205 125mm long 6 Nos. MS Powder coated handles IS 208125mm long 2 Nos. MS Powder coated aldrop IS 2681 300mmlong 1 No. MS Powder coated door stoppers 2 Nos. sales and othertaxes cost and conveyance of all materials to site, all labourchanges such as making of door frame fixing in position fixing ofshutters & hardware fixtures etc., complete for finished item ofwork. APSS - 1002.

Supply and fixing of Door with Assam/Assam teak wood doorframe of size 65mm X 100mm and also welded with fixtures such

as M.S. fasts 4 Nos. s M.S. Powder coated Butt hinges IS 205100mm long 16 Nos. MS Powder coated handles is 208 125mmlong 8 Nos. MS Powder coated appli 8 Nos. safety rods of 10mmsquare rods at 100mm center to center welded horizontally to fullwidth of window including Red Oxide primer of full width ofwindow including Red Oxide primer of grade - 1 quality sales andother taxes cost and conveyance of all materials to site, alllabour charges etc., complete for finished item of work. APSS -1002.

W - 1.2m X 1.35m size (Shutters toglazed & bottom wood)


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1 2 3 4 5 6 7 8 9 10

Sl.No.

Units

15

KW 2 1.2 0.90 2.16 Sqm 162.00 Sqm

HW 3 0.9 0.90 2.43 Sqm 162.00 Sqm

Toilets

Ventilators 10 0.9 0.60 5.40 Sqm 162.00 Sqm

below slab 51 0.9 0.20 9.18 Sqm 162.00 Sqm

stair case 1 1.5 1.50 2.25 Sqm 162.00 Sqm

16.

Classroom 2 6.6 4.8 63.36

Staff & entrance 2 3 4.8 28.80

Classroom 2 6.6 4.8 63.36

1 4.8 4.8 23.04

dormitory 1 4.8 8.28 39.74

2 9.6 4.8 92.16

dining 1 4.8 10.8 51.84

kitchen 1 4.8 4.92 23.62

ver & store 1 4.57 1.9 8.68

pot wash 1 1.8 3.3 5.94

hand wash 1 1.8 3.3 5.94

corridor 1 65.74 1.8 118.33

toilets 1 1.64 4.8 7.87

2 5.83 0.75 8.75

staircase 1 4.8 3.65 17.52

558.95 Sqm 5,122.77 10Sqm

Supply and fixing of 50mm thick RCC jally including all labourcharges etc., complete for finished item of work.

Flooring with 25.40 thick polished black cuddapah slabs of sizenot less than 45x45cm set over a bse coat of CM(1:8)prop 12mmthick joint of stone must be finished over cc bed of 100mm thickof CM(1:5:10) incl neat cement slurry of honey like consistencyspread @ 3.3kgs of cement jointed with neat cement full depthincl. all materials like cement sand, water flooring stone etc., tosite incl. cost of cement concrete bed and cost of seig chargessales & other taxes and all labour charges such as dressing offlooring stone mixing of cement mortor laying curing, lift chargesetc complete for finished item of work


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1 2 3 4 5 6 7 8 9 10

Sl.No.

Units

17.

footing 56.15

pedastals 10.61

column below plinth 4.32

plinth beam 30.55

column above plinth 26.56

roof beams 29.57

roof slab - 115mm thick 554.83

roof slab - 125mm thick 61.71

waist slab - 175mm thick 14.28

lintels 3.88

bressumer beam 3.71

sunshades - 0.6 mt width 37.5

sunshades - 0.45 mt width 53.8

25.00 MT 36,850.00 MT

18.

Wall (1-3) 1 4.93 3.17 15.63

Wall (78) 1 4.8 3.17 15.22

Wall (59-60) 1 4.8 3.17 15.22

Wall (71-73) (84-86) 2 6.6 3.17 41.84

Wall (84-71) 1 4.7 3.25 15.28

Wall (71-59) 1 2.8 2.50 7.00

59-1 1 17.6 3.25 57.20

(60-2) 1 17.6 3.25 57.20

(86-73) 1 4.8 3.17 15.22

(24-3) 1 6.7 3.17 21.24

(10-16) (45-31) (74-80) (87-93) 4 19.2 3.25 249.60

5 4.8 3.17 76.08

(32-4) 1 6.7 3.17 21.24

(36-42) (63-69) 2 17.89 2.50 89.45

(62-24) (70-43) 2 9.35 2.50 46.75

(4-6) (20-21) 2 6.1 3.25 39.65

(18-19) 1 4.5 3.25 14.63

(33-34) (57-58) 2 4.5 3.17 28.53

(81-83) (94-96) 2 6.6 3.17 41.84

(82-33) 1 13 3.25 42.25

Providing High Yield strength deformed (HYSD) steel bars (Fe 415grade) (as per IS 1786 - 1985) of different diameters cutting,bending to required size and shape in position with cover blocksof approved size and binding wire of 20 SWG forming grills forreinforcement work as per approved designs drawings incl. cost &conveyance of bars from approved sources to site of work,incl,c/c. of all materials like binding wire, cover blocks etc., incl. alloperational, incidental, seigiorage charges, sales & other taxesand all labour charges, such as cutting, bending, planking inposition, typing etc. complete for finished item of work (APSSNo.126.)

Plastering with 20mm thick in two coats with base coat of 16mmthick in CM(1:6) and top coat of 4mm thick in CM(1:4) prop withdubara sponge finishing including Cost & conveyance of allmaterials like cement, sand, water etc., to site, cost of

seigniorage charges on all materials and all operational,incidental charges and all labour charges for mixing mortar,finshing, scaffolding, lift charges, curing, including cuttinggrooves, etc., complete for finished item of work. (APSS No.901&904)

(28-13) (89-76) (90-77) (91-78) (93-80)


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1 2 3 4 5 6 7 8 9 10

Sl.No.

Units

19.

1174.00

columns 67 0.23 3.25 50.08

2 0.23 3.25 1.50

24 0.72 3.25 56.39

3 0.94 3.25 9.18

beams as per RCC 1 317.95 0.34 108.10

parapet 1 114.14 0.90 102.732 19.5 0.90 35.10

2 10.5 0.90 18.90

top 1 114.14 0.23 26.25

1 60 0.23 13.80

sunshade 6mt width 25 1.5 0.60 22.50

Sunshade 0.45 mt width 2 17.55 0.45 15.80

2 9.35 0.45 8.42

0.05

1642.80 Sqm 1,002.52 10 Sqm

20.

as per RCC item. 637.82 Sqm 775.67 10 Sqm

21.

All plastering qty - snowsem. 2828.52 Sqm 267.56 10 Sqm

22.

Wall (1-3) 1 4.93 4.50 22.19

Wall (84-86) 1 6.6 4.50 29.70

Wall (84-1) 1 26.23 4.50 118.04

(10-16) 2 19.2 4.50 172.80

(4-6) 1 6.9 4.50 31.05

(20-21) (33-34) 2 4.5 4.50 40.50

(94-96) 1 6.6 4.50 29.70

(96-34) 1 17.88 4.50 80.46

(21-6) 1 6.37 4.50 28.67

(36-42) (63-69) 2 19.5 2.50 97.50

(63-36) (70-43) 2 10.5 2.50 52.50

Deductions - Doors 25 1.5 1.35 -50.63

Kw 2 1 2 0 90 2 16

Plastering with 12mm thick in two coats with base coat of 8mmthick in CM(1:6) & top coat of 4mm thick in CM(1:4)with dubarasponge finishing including Cost and conveyance of all materialslike cement, sand, water etc., to site, including seignioragecharges, sales and other taxes on all materials and alloperational, incidental charges on materials and including cost ofall labour charges for mixing mortar, finishing, scaffolding, liftcharges, curing, including cutting grooves etc for finished item ofwork. (APSS No.901,903&904)

Quantity as per 20mm thickplastering

Plastering to ceiling with 12mm thick in CM(1:3) with dubrasponge finishing incl. Cost & conveyance of all materials at worksite and all operational, incidental, seig charges, sales & othertaxes and all labour charges such as scaffolding charges, mixingmortor, lift charges etc for finished item of work

Whiting to internal walls and ceilling two coats over a primarycoar total 3 coats incl. Cost & conveyance of all materials at worksite and all operational, incidental, seigniorage charges, sales &other Taxes, and all labour charges, etc., complete for finisheditem of work APSS 908.

Painting to NEW WALL with 2 coats approved SNOWCEM PAINTover a primary coat total (3) coat incl. C/c. of all materials at worksite on all operational, incidental, seigniorage charges, sales &other taxes sand all labour charges, etc., complete for finisheditem of work. AP SS 912.


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1 2 3 4 5 6 7 8 9 10

Sl.No.

Units

23.

D1 - Door frames 9.9 1.2 2.10 24.95

D1- Door shutters 20.1 1.2 2.10 50.65

D3&D3 - Door frames 2.68 0.9 2.10 5.07

D3&D3 - Door shutters 1.32 0.9 2.10 2.49

D4- Door frames 13.2 0.75 2.10 20.79

D4- Door shutters 26.8 0.75 2.10 42.21

Window - W frames 11.9 1.2 1.35 19.28

Window - W - four wooden shutters. 6.03 1.2 1.35 9.77

5.7 0.9 0.90 4.62

four glazed shutters. 1.01 0.9 0.90 0.82

0.06

180.70 Sqm 352.00 10 Sqm

24.

Over roof slab (115 & 125mm thick) 623.54 Sqm 973.77 10 Sqm

25

Bath rooms 2 3.36 1.50 10.08

3 2.7 1.50 12.15

3 2.7 1.50 12.15

5 3.04 1.50 22.80

Toilets 3 3.36 0.90 9.07

2 2.7 0.90 4.86

2 2.7 0.90 4.86

0.03

76.00 Sqm 3,506.79 10 Sqm

26

5 0.9 1.23 5 54

Painting with SYNTHETIC ENAMEL PAINT two coats over a primarycoat to new wood work including cost & conveyance of allmaterials at work site on all operational, incidental, seignioragecharges, sales & other taxes and all labour charges etc., completefor finished item of work APSS 1201, 1207, 1212.

Top two glazed & bottom twowooden

Providing Imprevious coat to exposed RCC roof slab surfaces torequired slopes with CM(1:3)prop 20mm thick (average) mixingwith water proofing compound from reputed manufcturerer asapproved by Engineer-in-charge at 1kg/bag of cement laid overroof slab when it green, finshed smooth with a floating coat ofneat cement and thread lining at regular interval of 45cmx45cmincluding cost and conveyance of materials like cement, sand,water proofing compound etc., to site. cost of seigniorage chargeson all materials and all operational, incidental and labour chagesfor mixing mortar, laying, lift charges, rendering smooth andthread lining, curing including rounding off juntions of wall andslab etc., complete for finished item of work(APSS No.901 &903)

Dadooing with 1st quality colour ceramic tiles of approved brandand set over 12mm thick in CM (1:3) prop. Base coat and neatcement paste at the rate of 3.30 kg/sqmt and jointed with whitecement paste mixed with pigment of macht with shade of tilesincluding of cost & conveyance of all materials at work site on alloperational charges, incidental, seigniorages. sales & othercharges including cost of all materials and labour charges etccomplete for finished item of work (APSS 701 & 707)

Flooring with ceramic tiles 1st quality of any shade 7.3 mm thickas approved by Engineer and set over a base coat of CM (1:8),12mm thicklaid over flooring bed/VRCC slab and neat cementpaste at the rate of 3.3Kg/sqmt and joined with white cementpaste mixed with pigment of matching shade including coast andconveyance of all materials and labour charges complete bottomflooring (APSS 701 & 707)


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1 2 3 4 5 6 7 8 9 10

Sl.No.

Units

3030 30 Nos. 21.80 Each

316 6 Nos. 58.10 Each

3220 20 Nos. 79.90 Each

33

8 8 Nos. 232.30 Each

343 3 Nos. 30.30 Each

352 2 Nos. 30.30 Each

36

4 4 Nos. 774.40 Each

37

4 4 Nos. 254.10 Each

38

25 25 Nos. 111.30 Each

39

10 10 Nos 581.90 Each

40

1 30.00 30.00 Rm 202.40 Rm

41

2 10000 Ltrs. 7.00 Ltrs.

25

10 4.00 2.00 80.00 Sqm 1,622.87 10sqm

26

1 9.13 Sqm 1,280.00

27 Provision for Septic tank and accessories

28 Provision for borewell & pump set L.S.

29 Electrification as per Sub - estimate L S

S&F 12.7 mm MP coupling SSRitem No 132 a

S&F 25.4 mm MP coupling SSRitem No 136a

S&F 50.8 dia GI Union 1st qualitySSR item No 148

S&F 12.7 mm NP elbow action pillarcock 600 gms SSR item No. 167 a

S&F 12.7 mm GI ' T ' A class 1stquality SSR item No 150

S&F CI Gully trap grating SSR itemNO. 304

Supply and fixing of 50.3 mm G. M. peet valve ISI mark/makeheavy type as approved by chief Engineer, screw type 1st qualityof approved type including cost & conveyance of all materials atwork site, on all operational, incidental, seigniorage charges, sales& other Taxes,a nd all labour charges at all levels for finished itemof work in all floors. SSR item No. 236

Supply and fixing of 25.40 mm G.M peet valve ISI mark/makeheavy type as approved by chief Engineer, screw type 1st qualityof approved type including cost & conveyance of all materials atwork site, on all operational, incidental, seigniorage charges, sales& other Taxes,a nd all labour charges at all levels for finished itemof work in all floors. SSR item No. 227

supply and fixing of 12.70mm N.P. bib tap Indian make 300gms.SSR item 116

S/Fixing of 584.2mm long Indian pattern white glazed W.C. andtrap. SSR item 91

Supply, laying, jointing & testing of 152.40 mm SWG pipe of ISImake conforming to ISI 651 & 4127 with air tight cement joints incm (1:5:1) prop. Incl. Excavation of trenches & socket pits in anysoils (except rock requiring blasting) up to 151.2 mm depth andrefilling with watering and tamping. SSR item No. 23

Supply and placing on Terrace (at all floors levels) polyethylene

water storage Tank with Double layer confirming to IS 12701/96with cover & suitable locking arrangement and making necessaryholes for inlet & outlets & over flow pipes but without fittings andbase support for Tanks including cost & conveyance to site, slaes,& other Taxes on all materials and all labour charges etc.,complete for 5000 lts. capacity,SSR item No. 718

Providing green chalk board with CM (1:3) prop with all materialsand labour etc., complete.

Supply & fixing collapsable steel shutters with verticle, doublechannel of 20X10X2 mm of 100 mm center bracers with flat iron40X40X6 mm with 38 mm dia steel pully with all fixtures andfurniture as per special spn. 1105, SSR item No. 144


13/81

DATA SHEET

Est.Cost :Rs 45 Lak

Unit Description Rate Per

1 2 3 5 6

1 1.00 cum

33.50 cum

Add 50% extra

sundries

2 1.00 cum

0.92 cum Cost of 40mm HBG metal 596.50 cum

0.46 cum Cost of sand 480.60 cum

0.132 MT Cost of cement 4300.00 MT

1.00 cum Labour charges 449.20 cum

sundries

3 1.00 cum

1.10 cum Cost of RR stone 546.30 cum

0.34 cum Cost of CM(1:6) 1535.10 cum


sundries

Name of the work : Construction of KGB Vidyalaya at Nakarikallu in Guntur district

Sl.No.

Earth work excavation in foundations for buildings anddepositing the earth on bank with an initial lead of 10mand initial lift of 2m in loamy & clayey soils, red earth andordinary gravel soils as per SS 20B

Plain cement concrete in CM(1:5:10) proportion using40mm size (SS5) HBG metal from approved quarryincluding Cost and conveyance of all materials likecement, sand , coarse aggregate, water etc., to site,including cost of seigniorage charges on all materials alllabour charges for machine mixing, laying concrete.ramming, finishing top surface to the required level,curing etc., complete for finished item of work. (APSSNo.402)

R R masonary in CM(1:8) using Hard Granite stoneincluding Cost and conveyance of all materials like

cement, sand, water, stones etc., to site and includingseigniorage charges, sales & other taxes on all materialsincluding labour for cutting stones to required size andshape, mixing of cement mortar, construction, curing etc.,complete for finished item of work in foundation andbasement (APSS No.107 &615)


14/81


1 2 3 5 6

Sl.No.

4 1.00 cum

0.92 cum Cost of 20mm HBG Mc metal 1164.70 cum



1.00 cum Machine Mixing 37.50 cum1.00 cum Labour charges 794.40 cum

sundries

5 For Bed Blocks

1.00 cum Cost of CC(1:2:4) 3547.80 cum

1.00 cum Centering charges 376.00 cum

6 1.00 cum

For Footings

1.00 cum Cost of CC(1:2:4) 3547.80 cum


1.00 cum Vibrating charges 38.50 cum

7 For Plinth Beams

1.00 cum Cost of CC(1:2:4) 3547.80 cum

1.00 cum Centering charges 602.00 cum1.00 cum Vibrating charges 38.50 cum

Plain cement concrete as per IS 456 equivalent to (1:2:4)prop nominal mix (cement fine aggreate, coarseaggregate) using 20mm size HBG (SS 5) machine crushedmetal from approved quarry inclduing cost andconveyance of all materials water to wrok site and alloperational, incidental, blasting , seig charges, sales and

other taxed and all labour charges such as centering,cutting, scafolding. lift charges machine mixing, curing,vibrating etc complete but excluding cost of steel andfabrication for finished item of work

Vibrated Reinforced cement concrete as per IS 456equivalent to (1:2:4) prop nominal mix (cement fineaggreate, coarse aggregate) using 20mm size HBG (SS 5)machine crushed metal from approved quarry inclduingcost and conveyance of all materials water to wrok siteand all operational, incidental, blasting , seig charges,sales and other taxed and all labour charges such ascentering, cutting, scafolding. lift charges machine mixing,curing, vibrating etc complete but excluding cost of steeland fabrication for finished item of work


15/81


1 2 3 5 6

Sl.No.

8 For Lintels

1.00 cum Cost of CC(1:2:4) 3547.80 cum


9 for RCC sun shades & chajjas 0.60mts width

0.0375 cum Cost of CC(1:2:4) 3547.80 cum


for RCC sun shades & chajjas 0.45mts width

0.0281 cum Cost of CC(1:2:4) 3547.80 cum


10 For T Beams

1.00 cum Cost of CC(1:2:4) 3547.80 cum



11 For VRCC slab of 150mm depth

0.15 cum Cost of CC(1:2:4) 3547.80 cum

0.15 cum Centering charges 112.00 cum0.15 cum Vibrating charges 38.50 cum


0.115 cum Cost of CC(1:2:4) 3547.80 cum




0.125 cum Cost of CC(1:2:4) 3547.80 cum




0.175 cum Cost of CC(1:2:4) 3547.80 cum




16/81


1 2 3 5 6

Sl.No.

15

for columns ( 1:1.5:3 )

1.00 cum Cost of CC(1:2:4) 3547.80 cum

0.110 MT Add difference cost of cement 4300.00 MT

1.000 cum Vibrating charges 38.50 cum1.000 cum Centering charges 959.00 cum

16

0.21 cum Cost of CM(1:3) 2567.10 cum

2.00 kg Cost of Acco proof powder 22.00 kg

10.00 sqm Labour cgarges 390.60 10 sqm

sundries

Vibrated Reinforced cement concrete as per IS 456equivalent to (1:1.5:3) prop nominal mix (cement fineaggreate, coarse aggregate) using 20mm size HBG (SS 5)machine crushed metal from approved quarry inclduingcost and conveyance of all materials water to wrok siteand all operational, incidental, blasting , seig charges,

sales and other taxed and all labour charges such ascentering, cutting, scafolding. lift charges machine mixing,curing, vibrating etc complete but excluding cost o fsteeland fabrication for finished item of work

Providing Imprevious coat to exposed RCC roof slabsurfaces to required slopes with CM(1:3)prop 20mm thick(average) mixing with water proofing compound fromreputed manufcturerer as approved by Engineer-in-chargeat 1kg/bag of cement laid over roof slab when it green,finshed smooth with a floating coat of neat cement andthread lining at regular interval of 45cmx45cm including

cost and conveyance of materials like cement, sand,water proofing compound etc., to site. cost of seignioragecharges on all materials and all operational, incidental andlabour chages for mixing mortar, laying, lift charges,rendering smooth and thread lining, curing includingrounding off juntions of wall and slab etc., complete forfinished item of work(APSS No.901 &903)


17/81


1 2 3 5 6

Sl.No.

17

Add 50% excavated soils initial rate 33.50 cum

Add difference between 20A-20B (37.00-33.50) 3.50 cum

18

512.00 Nos. Cost of 2nd class brick 2733.40 1000Nos

0.20 cum Cost of CM(1:6) 1535.10 cum


sundries

19

59.00 No Cost of 2nd class brick 2733.40 1000Nos


0.02 cum mixing charges 22.50 cum

0.04 Nos 1st class Mason 180.00 Nos

Filling with useful available excavated earth (excludingrock) in trenches, sides of foundations and basement withintial lead in layers not exceeding 15cm thick,consolidating each deposited layer by watering andramming including seignorage charges, all operational,incidental labour charges, hire charges of T&P etc.,

complete for finshed item of work. (APSS No.309 &310)

Brick masonry for panel walls in super structure 23cmthick with CM(1:6) prop (cement : sand) using second

class bricks having minimum crushing strength of40kgs/sq cm including cost and conveyance of allmaterials like cement, sand, bricks, water etc., to site.including seigniorage charges, sales and other taxes on allmaterials and all operational, incidential charges such aslabour charges, mixing cement mortor, scaffoldingcharges, construction masonry, lift charges, curing etc.,complete for finished item of work (APSS No.501 & 504)

Reinforced Brick masonary for partition walls (11.5cmthick ) in CM(1:4) prop (cement:sand) using second classbricks with crushing strength not less than 40kg/sqcm andplanking 2nos of 6mm MS plain rods at every 600mm c/cwith free ends of the reinforcement pegged into mortor

joints of main brick wall where applicable, inclding costand conveyance of all materials like cement, sand, bricks,water etc., to site inclduing seigniorage charges, salesand other taxes on all the materials, scaffolding chargesand all labour charges, mixing cement mortar, liftcharges, curing etc., complete but excluding cost of steeland its fabrication charges for finished item of work (APSSNo.501 &509)


18/81


1 2 3 5 6

Sl.No.

0.11 Nos 2nd class Mason 160.00 Nos

0.30 Nos Mazdoor 130.00 Nos

0.88 kg M.S. plain 6mm rod 32175.00 MT

0.88 kg fabrication charges 6.00 Kg


sundries

20 Cost of cement mortor in (1:3) proportion


0.48 cum Cost of cement 4300.00 cum


Cost of cement mortor in (1:4) proportion

1.00 cum Cost of sand 480.60 cum0.36 cum Cost of cement 4300.00 cum












0.18 cum Cost of cement 4300.00 cum1.00 cum mixing charges 22.50 cum


19/81


1 2 3 5 6

Sl.No.

21

0.11 cum Cost of CM(1:6) 8mm thick 1535.10 cum

1.00 Nos Mason 1st & 2nd class(30%+70%) 166.00 Nos

1.50 Nos Man and Women Mazdoor 130.00 Nos

0.04 cum Cost of CM(1:4) 4mm thick 2051.10 cum1.10 Nos Mason 1st & 2nd class 166.00 Nos


22

0.18 cum Cost of CM(1:6)prop 16mm thick 1535.10 cum

1.00 Nos Mason 1st & 2nd class 166.00 Nos


0.04 cum Cost of CM(1:4) 4mm thick 2051.10 cum

1.10 Nos Mason 1st & 2nd class 166.00 Nos


23

0.06 cum Cost of Sand 480.60 cum

0.06 cum Cost of Mixing Charges 22.50 cum

0.05 MT Cost of Cement 4300.00 MT

1.60 Nos I Class 30%+II Class 70% 166.00 Nos

1.60 Nos Man&Woman mazdoors 130.00 Nos

Plastering with 12mm thick in two coats with base coat of8mm thick in CM(1:6) & top coat of 4mm thick inCM(1:4)with dubara sponge finishing including Cost andconveyance of all materials like cement, sand, water etc.,to site, including seigniorage charges, sales and othertaxes on all materials and all operational, incidental

charges on materials and including cost of all labourcharges for mixing mortar, finishing, scaffolding, liftcharges, curing, including cutting grooves etc for finisheditem of work. (APSS No.901,903&904)

Plastering with 20mm thick in two coats with base coat of16mm thick in CM(1:6) and top coat of 4mm thick inCM(1:4) prop with dubara sponge finishing including Cost& conveyance of all materials like cement, sand, wateretc., to site, cost of seigniorage charges on all materialsand all operational, incidental charges and all labourcharges for mixing mortar, finshing, scaffolding, lift

charges, curing, including cutting grooves, etc., completefor finished item of work. (APSS No.901 &904)

Flush Pointing in CM(1:3)prop including cost andconveyance of all materials and of all labour charges etccomplete


20/81


1 2 3 5 6

Sl.No.

24 10.00 sqm

10.10 sqm Cost of polished blueshahabad stone slab of Tandur 2026.00 10sqm

0.051 cum Cement putty for sabera 4300.00 MT

1.00 cum Cost of CC(1:5:10) 1786.66 cum

0.12 cum cement mortor CM(1:8) 1277.10 cum

0.96 nos Mason 1st class 180.00 Nos

2.24 nos Mason 2nd class 160.00 Nos

2.20 nos Man mazdoor 130.00 Nos

1.10 nos Women Mazdoor 130.00 Nos

Flooring with blue polished shahabad stone slab of Tandur25.4mm thich (0.457 X 0.304 ) or any other size asspecified set over a bse coat of CM(1:8)prop 12mm thick

joint of stone must be finished over cc bed of 100mmthick of CM(1:5:10) incl neat cement slurry of honey like

consistency spread @ 3.3kgs of cement jointed with neatcement full depth incl. all materials like cement sand,water flooring stone etc., to site incl. cost of cementconcrete bed and cost of seig charges sales & other taxesand all labour charges such as dressing of flooring stonemixing of cement mortor laying curing, lift charges etccomplete for finished item of work


21/81


1 2 3 5 6

Sl.No.

25 10.00 sqm

0.15 cum Cost of CM(1:3) 2567.10 cum

1.00 cum Labour charges 390.60

26 10.00 sqm

0.70 Lts Wood Primer 142.00 lt

1.20 kg Synthetic enamel paint 155.00 kg

0.21 nos Painter 1st class for primer coat 180.00 Nos

0.49 nos Painter 2nd class for primer coat 160.00 Nos

0.36 nos Ist class for enamel paint 180.00 Nos0.84 2nd class for enamel paint 160.00 Nos

27 10.00 sqm

3.50 kg Surya cem paint 6.48 kg

1.00 sqm Labour charges 244.80 sqm

28 10.00 sqm

3.50 kg Snow cem paint 1st quality 34.56 kg

1.00 sqm Labour charges 278.00 sqm

Plastering to ceiling with 12mm thick in CM(1:3) withdubra sponge finishing incl. Cost & conveyance of allmaterials at work site and all operational, incidental, seigcharges, sales & other taxes and all labour charges suchas scaffolding charges, mixing mortor, lift charges etc forfinished item of work

Painting to new wood work over a primary coat to newand painting two coats of synthetic enamel paint firstgrade of approved brand and shade including cost andconveyance of all materials to site cost of primer coat and

all labour charges etc., complete including applying sandpaper on l for neat finish including sales & other taxes oncost of all materials etc., complete for finished item ofwork (APSS No.1200.1207 &1211)

Whiting to internal walls and ceiling two coats over aprimary coat, total 3 coats inclduing cost & conveyance ofall materials at work site and all operational, incidentalseig charges, sales & other taxes and all labour charges,etc complete for finished item of work

Painting to new wall with 2 coats approved snow cempaint over a primary coat, total 3 coats including cost andconveyance of all materials at work site on all operatinal,incidental seig charges, sales & other taxes sand alllabour charges etc complete for finished item of work


22/81


1 2 3 5 6

Sl.No.


23/81


1 2 3 5 6

Sl.No.

29 10.00 sqm

0.50 cum cost of CM(1:3) 2567.10 cum

10.00 sqm cost of rabit wire mesh 10.00 sqm

10.00 sqm labour chargs 50-75mm RCM 133.00 sqm

10.00 sqm centering charges for hand railing 55.00 sqm

26.40 kg cost of steel 32.18 kg

30 10.00 sqm

0.21 cum cost of CM(1:3) 2567.10 cum

10.00 sqm Labour charges 846.20 10 sqm

1.20 lts Green oxide 58.60 lts

0.36 nos Painter 1st class 180.00 nos

0.64 nos Painter 2nd class 160.00 nos

31 1.00 Nos

Frames

0.0273 cum vertical posts (2x2.1x0.065x0.10) 31900.00 cum

0.0185 cum Horizantal posts (2x1.42x0.065x0.10) 31900.00 cum

6 nos hold fasts of 0.23mts long 50.00 Nos

0.84 sqm labour charges (1/3x2.52) 406.00 sqm

shutters

2.52 sqm flush type shutters of 35mm thick 624.00 sqm

6 nos Brass hinges of 0.125mts long 93.00 Nos

1 nos Alluminium Aldrop of 0.25mts long 176.00 Nos2 nos Alluminium Tower bolts of 0.20mts long 64.00 Nos

2 nos Aluminium handles of 0.125mts long 56.00 Nos

2 nos Door stopers 28.00 Nos


RCM in facia CM(1:3)prop using Rabit wire mesh spongefinishing all exposed faces using nominal recinforcementincluding cost and conveyance of all materials and labourcharges

Forming green chalk board, 20 mm thick in CM(1:3) andpainted with green oxide of two coats including cost andconveyance of all mateials and labour charges

Supplying and fixing of doors of size 1.20x2.10mts

includng cost and conveyance of all materials and labourcharges etc complete


24/81


1 2 3 5 6

Sl.No.

32 1.00 Nos

Frames





shutters



1 nos Alluminium Aldrop of 0.25mts long 176.00 Nos

2 nos Alluminium Tower bolts of 0.20mts long 64.00 Nos




33 1.00 Nos

Frames



4.00 nos hold fasts of 0.23mts long 50.00 Nos0.53 sqm labour charges (1/3x1.575) 406.00 sqm

shutters



1 nos Alluminium Aldrop of 0.25mts long 176.00 Nos

2 nos Alluminium Tower bolts of 0.20mts long 64.00 Nos




34 1.00 nos

Frames




20.856 kg 16mm dia MS plain rods 32.18 kg


shutters

0.010 cum styles horizontal (4x1.005x0.065x0.10) 36258.00 cum

Supplying and fixing of doors of size 0.90x2.10mtsincludng cost and conveyance of all materials and labourcharges etc complete

Supplying and fixing of doors of size 0.75x2.10mtsincludng cost and conveyance of all materials and labourcharges etc complete

Supply and fixing of windows size 1.20x1.35mts includingcost and conveyance of all materials and labour charges(out of total 4 shtters, top 2 shutters are glazed)


25/81


1 2 3 5 6

Sl.No.

0.012 cum styles vertical (4x1.22x0.065x0.038) 36258.00 cum

0.009 sqm Wood (2x1x0.52x0.4125x0.02) 36258.00 sqm

0.429 sqm Glazed panels (2x1x0.52x0.4125x0.004) 189.00 sqm

8 nos Brass hinges of 0.125mts long 93.00 nos

8 nos Alluminium Tower bolts of 0.15mts long 51.00 nos


8 nos Stopers 28.00 Nos


35

Frames

0.0260 cum vertical posts (3x1.35x0.065x0.10) 31900.00 cum0.0180 cum Horizantal posts (2x1.42x0.065x0.10) 31900.00 cum


20.856 kg 16mm dia MS plain rods 32.18 kg


Supply and fixing of windows of size 1.20x1.35mtsincluding cost and conveyance of all materials and labourcharges complete


26/81


1 2 3 5 6

Sl.No.

36 10.00 sqm

10.05 sqm Glazed coloured tiles 316.00 sqm

3.30 kg Grey cement 4300.00 MT

2.00 kg white cement 17.00 kg

0.012 cum cement mortor CM(1:5) 1750.10 cum

0.77 Nos 1st class mason 180.00 Nos

0.77 Nos man & women mazdoor 160.00 Nos

37 10.00 sqm

10.05 sqm ceramic tiles 356.00 sqm

3.30 kg Grey cement for slurry 4300.00 MT

2.00 kg white cement for pointing 17.00 kg

0.012 cum Cement mortor (1:8) 1277.10 cum

0.77 nos 1st class mason 180.00 nos

0.77 nos mazdoor 160.00 nos

Dadooing to walls with glazed coloured tiles 1st quality ofany size as approved by Engineer and set over a basecoat of CM(1:5), 12mm thick and neat cement paste atthe rate of 3.3kg/sqm and joined with white cemetn pasemixed with pigment of matching shade including cost andconveyance of all materials and labour charges

Flooring with non skid ceramic tiles 1st quality of anyshade 7.3mm thick as approved by Engineer and set overa base coat of CM(1:8), 12mm thick laid over flooringbed / VRCC slab and neat cement paste at the rate of3.3kg/sqm and joined with cement paste mixed withpigment of matching shade including cost andconveyance of all materials and labour charges complete


27/81


1 2 3 5 6

Sl.No.

38 1.00 MT

1.00 MT Cost of steel 30850.00 MT

1.00 MT Fabrictaion charges 6000.00 MT

Providing high yield strength deformed steel (Fe 415grade as per IS 1786-1979) of different diameters,including labour charges for cutting, bending to reqwuiredsizes and shapes placing in position with cover blocks ofapproved materials and size and tying with binding wire of20 SWG, forming grills for reinforcement work as per

approved designs and drawings including cost andconveyance of steel bars, including all wastage such asoverlaps, couplings, welding joints, chairs, spacers barsincluding cost and coveyance of binding wire, cover blocksand all operational, incidental, labour charges such ascuting, bending, placing in position, tying including salesand other taxes on all materials etc., complete for finisheditem of work. (APSS No.126)


28/81

hs

Amount

7

33.50

16.75

0.00

50.25cum

548.78

221.08

567.60

449.20

1786.66

cum

600.93

521.93

662.80

1785.66

cum


29/81

Amount

7

1071.52

221.08

1423.30

37.50794.40

3547.80

cum

3547.80

376.00

3923.80

cum

3547.80

376.00

38.50

3962.30

cum

3547.80

602.0038.50

4188.30

cum


30/81

Amount

7

3547.80

602.00

4149.80

cum

133.04

91.00

0.09

224.13

Rmt

99.69

91.00

0.03

190.72Rmt

3547.80

1006.00

38.50

4592.30

cum

532.17

16.805.78

0.04

554.79

sqm

408.00

12.88

4.43

0.09

425.39

sqm

443.48

14.00

4.81

0.05

462.34

sqm

620.87

24.33

6.740.03

651.96

sqm


31/81

Amount

7

3547.80

473.00

38.50959.00

5018.30

cum

539.09

44.00

390.60

0.08

973.77

10sqm


32/81

Amount

7

33.50

3.50

37.00

cum

1399.50

307.02

596.40

0.01

2302.93

cum

161.27

11.05

0.52

7.20


33/81

Amount

7

17.60

39.00

28.31

5.28

30.10

0.05300.39

sqm

480.60

2064.00

22.50

2567.10

cum

480.601548.00

22.50

2051.10

cum

480.60

1247.00

22.50

1750.10cum

480.60

1032.00

22.50

1535.10

cum

480.60

774.0022.50

1277.10

cum


34/81

Amount

7

168.86

166.00

195.00

82.04182.60

208.00

0.01

1002.52

276.32

166.00

299.00

82.04

182.60

208.00

1213.96

10sqm

28.84

1.35

206.40

265.60208.00

0.07

710.26

10sqm


35/81

Amount

7

2046.26

176.40

1786.66

153.25

172.80

358.40

286.00

143.00

5122.77

10sqm


36/81


37/81

Amount

7

399.00

sqm


38/81

Amount

7

1283.55

100.00

1330.00

550.00

849.42

4112.97

10sqm

539.09

846.20

70.32

64.80

102.40

0.06

1622.87

10sqm

870.87

590.15

300.00

341.04

1572.48

558.00

176.00128.00

112.00

56.00

682.08

5386.62

each


39/81

Amount

7

870.87

462.55

300.00

255.78

1179.36

558.00

176.00

128.00

112.00

56.00

511.56

4610.12

each

870.87

382.80

200.00213.15

982.80

558.00

176.00

128.00

112.00

56.00

426.30

4105.92

each

829.40

574.20

200.00

671.04

178.74

362.58


40/81

Amount

7

435.10

326.32

81.08

744.00

408.00

304.00

224.00

357.48

5695.94

each

829.40574.20

300.00

671.04

178.74

0.05

2553.43


41/81

Amount

7

3175.80

14.19

34.00

21.00

138.60

123.20

3506.79

10sqm

3577.80

14.19

34.00

15.33

138.60

123.20

3903.12

10sqm


42/81

Amount

7

30850.00

6000.00

36850.00

MT


43/81

LEADS STATEMENT (AS PER SSR 2006-07)

Name of the work : Construction of KGB Vidyalaya at Nakarikallu in Guntur district

Description of materials

Lead Charges

1 2 3 4 5 6 7 8 9

1 40mm HBG metal Local 5 121.70 7.60 114.10 385.00 60.00

2 20mm MC metal kotappakonda 32 262.40 7.60 254.80 650.00 60.00

3 Velchuru 45 323.50 7.60 315.90 135.00 58.00

4 Velchuru 45 323.50 7.60 315.90 190.00 60.00

5 Local 5 121.70 7.60 114.10 116.00 58.00

6 Sand for mortar Amaravathi 75 400.80 4.60 396.20 89.00

7 Sand for filling Local 5 104.50 4.60 99.90 37.00

8 Gravel Local 5 104.50 4.60 99.90 48.00

9 Bricks Addanki 80 743.00 4.80 738.20 2000.00

10 2026.00

11 110.00

Name of theQuarry

Lead inKM

Initialcost of

material

Add:Blasting

Charges

Se

C

GrossLead

charges

DeductStacking

Charges atQuarry

Net Lead

Charges

Granite stone for R RMasonary

Granite sone for C RMasonary

Other than Granite stonefor RR Masonary

Polished Shahabad Stoneslab ofTandur 25.4 mmthick Blue

Cuddapah slab, 40mmthick


44/81

Est. Cost : Rs.45 Lakhs

Unit

12 13 14

7.60 596.50 cum

7.60 1164.70 cum

7.60 546.30 cum

7.60 603.30 cum

7.60 325.50 cum

4.60 480.60 cum

4.60 132.30 cum

4.60 143.30 cum

4.80 2733.40 1000 No.

2026.00 10 sqm

110.00 1 sqm

DeductStacking

Charges at

Site

TotalRate


45/81

DETAILED ESTIMATE

Name of sub work : Drilling of bore well &errection of pump set at KGB Vidyalay, Rajupalem

Description No Length Breadth Depth Qty. units Rate Per

1 2 3 4 5 6 7 8 9 10

1

1 75.00 75.00 Rmt 180.00 rmt

2

160mm dia PVC 6kg/cm2 1 20.00 20.00 Rmt 215.82

3

2 6 HP 7500.00 HP

4

1 1 No 4500.00 each

5

1 1 No 145.00 each

6

1 No 95.00 each

7

50.00 50.00 rmt 35.00 rmt

8

50.00 50.00 rmt 247.50 rmt

9

1 1 No 638.00 each

10 Provision for unforseen items L.S

Total

SlNo.

Drilling of 6" dia bore well with power driller including cost andconveyance of all materials and labour charges etc complete

Supplying and fixing of 160 mm PVC casing including cost andconveyance of all materials and labour charges etc complete

Supplying and fixing of 3.0 HP summercible pump set of 3 phaseincluding cost and conveyance of all materials and labour chargesetc complete

Supplying and fixing of 3 phase panel board with necessaryaccessories including cost and conveyance of all materials andlabour charges etc complete

Supplying and fixing of MS clamp sets including cost andconveyance of all materials and labour charges etc complete

Supplying and fixing of bore cover (cap) including cost and

conveyance of all materials and labour charges etc complete

Supplying and fixing of cable wire including cost and conveyanceof all materials and labour charges etc complete

Supplying and fixing of 50.8 mm GI pipe "B" class ISI masrk withGI fittings including the cost of pipe & its fittings and labourcharges etc; complete.

Supplying and fixing of 50mm dia C I Non return valve includingcost and conveyance of all materials and labour charges etccomplete


46/81

Amount

11

13500.00

4316.00

45000.00

4500.00

145.00

95.00

1750.00

12375.00

638.00

3319.00

85000.00


47/81

SUB ESTIMATE

Name of sub work: Construction of Septic Tank of Size 5.7 mt X2.1 mtX2.0mt and soak pit o

Description No Length Breadth Depth Qty. unit Rate

1

for septic tank 1 8.00 3.15 2.25 56.70

for soak pit 4X22/7 6.00 6.00 2.50 282.6

339.30 cum 50.25

2

for bottom of septic tank 1 8.00 3.15 0.15 3.78 cum 1786.66

3

1 st step long walls 2 5.85 0.75 0.75 6.58

1 st step short walls 2 2.15 0.75 0.75 2.42

2nd step long walls 2 5.55 0.6 0.6 4.00

2nd step short walls 2 1.85 0.6 0.6 1.33

3rd step long walls 2 5.25 0.45 0.65 3.07

3rd step short walls 2 1.55 0.45 0.65 0.91

18.31 cum 1785.66

4

for baffle walls 1 2.10 1.70 3.57 sqmt 4112.97

S.No.

Earthwork excavation for foundation and depositing at site with initial lead of10mts & 2 mts in clayey, loamy soils like BC soils, red earth and ordinary

gravelly soils (SS 20B) including all incidental, operational segnioragecharges sales and other taxes and labour charges such as shoring strutting,sheeting planking and dewatering including hire charges of T&P, labourcharges etc complete for finished item of work as per SS 308

C.C (1:5:10) using 40mm size machine crushed hard granite metal fromapproved quarry for foundation including cost and conveyance of allmaterials like cement, sand, coarse aggregate, water etc. to work site

including all operational, incidental seigniorage charges, sales & other taxeson all materials and all labour charges such as machine mixing, layingconcrete in foundation ,curing etc. complete for finished item of work.(APSS No.492)

Randam rubble stone masonary in CM(1:8) propotion using hard granitestone from approved quarry including cost and conveyance of all materialslike cement,sand, water to work site and all operational incidentalseigniorage charges, sales and other taxes and all labour charges such as

cutting stones to required shape and size, mixing cement morter ,consturction of scaffolding , curing etc. complete for finished item of work infoundation and basement.(APSS No. 601 & 615)

construction of 50.5mm thick RCM Baffle wall with 2.267 kg steel and rabbitwire mesh in CM(1:3) prop. With fine rendering in neat cement in septic tankincluding cost and conveyance of all materials to site, seignoragecharges,sales and other taxes on all materials and all labour charges etccomplete for finished item of work


48/81

Description No Length Breadth Depth Qty. unit RateS.

No.

5

3.14 1.5 0.12 1.5 0.81 cum 1262

6

long walls 2 5.7 2 22.8

short walls 2 2.1 2 8.4

bottom of septic tank 1 5.7 2.1 11.97

Total 43.17 sqmt #REF!

7

top slab 1 6.25 2.55 15.94 sqmt 425.39

8

LS

Perforated dry brick masonry without using mortar and keeping vertiacl dry joints of 15 to 20mm as directed by the engineer in charge includng costand conveyance of all materials to site and all labour charges for alloperations etc complete for finished item of work for SOAK PIT

Impervious coat 20mm thick average with cm (1:3) with approved brandwater proofing compound at the rate of 1.10Kgs/bag of cement laid whenthe slab is green with thread lining and finished as directed incl. Cost &conveyance of all materials at work site & all operational, incidental,seigniorage charges, sales & other Taxes and all labour charges, such asmotor mixing, curing, etc., complete for finished item of work.for internal walland bottob of septic tank

Vibrated Reinforced cement concrete corresponding to M15 grade as per IS456 equivalent to (1:2:4) for top slab of 115 mm thick using 20mm size HBG(SS5) machine crushed metalfrom approved quarry including cost andconveyance of all materials and water to work site, on all operational,incidental,seigniorage charges,sales& other taxes, and all labourcharges,such as centering ,strutting,scaffolding lift charges, machinemixing, laying curing,vibrating etc complete but excluding cost of steel and

its fabrication charges for finished item of work ( APSS No.402 & 403)

Providing High Yield strength deformed (HYSD) steel bars (Fe 445 grade)(as per IS 1786-1985) of different diameters cutting, bending to requiredsize and shape in position with cover blocks of approved size and bindingwire of 20 SWG forming grills for reinforcemetn work as per approveddesigns drewing incl. cost & conveyance of bars from approved sources to

site of work, incl.c/c.of all materials like binding wire, cover blocks etc., incl.all operational, incidental, seigiorage charges, sales & other taxes and alllabour charges, such as cutting, bending, planking in position, typing etc.complete for finished item of work (APSS No. 126.)


49/81

Description No Length Breadth Depth Qty. unit RateS.

No.

9

10 mt 258.5

Supplying, laying and fixing of 101.60mm C.I.Soil pipe with cement caulkedjoints & painted black and fixing all special such as necessary requirements,including all operational, incidental, seigniorage charges, sales & otherTaxes, and all labour charges, etc., complete for finished item of work.


50/81

f 1.5 mt Dia

Per Amount

cum 17050.00

cum 6754.00

cum 32688.00

10 sqmt 1468.00


51/81

Per Amount

cum 1025.00

10 sqmt #REF!

1 sqmt 6780.00

5000.00


52/81

Per Amount

mt 2585.00

#REF!


53/81

Labour charges for various items as p

180.00

S.No

Description Ist class Mason 2nd clas

Nos. Amount Nos.

1 Cement concrete other than RCC works 0.06 10.80 0.142 Cement concretefor RCC works 0.12 21.60 0.28

3 R.R.Masonry in CM & LM 0.54 97.20 1.26

4 R.R.Masonry in clay 0.42 75.60 0.98

5 Brick masonry in CM & LM 0.42 75.60 0.98

6 Brick masonry in clay 0.33 59.40 0.77

7 R.R.Masonry in CM & LM for well steening 0.54 97.20 2.66

8 Dry stone masonry for well steaning 0.33 59.40 1.77

9 Dry stone masonry 0.33 59.40 0.77

10 Rough stone dry packing for revetment - - 0.40

11 Rough stone dry packing for approns

12

- - 0.40

13 Pointing with CM & Cuddapah slabs(1:3) 0.48 86.40 1.12

14 Flush pointing to R.R.masonry in CM(1:3) 0.48 86.40 1.12

15 12mm thick plastering 0.33 59.40 0.77

16 20mm thick plastering 0.66 118.80 1.54

17Flooring with cuddapah slabs 0.96 172.80 2.24

18 Ornamental boarder 12MM thick 75 to 0.09 16.20 0.21

200MM thick

19 Country wood wrought and putup 5.31 955.80 12.39

20 Raised pointing to R.R. masonry 0.81 145.80 1.89

21 C.R.Masonry in C.M. II sort 0.75 135.00 1.75

22 C.R.Masonry in C.M. Ist sort 1.05 189.00 2.4523 Gravel packing for revetment - - -

24 Snow cem paint two coats over primary coat 0.15 27.00 0.35

25Snow cem paint single coat over primary coat 0.09 16.20 0.21

White washing with best shell lime two coats

0.36 64.80 0.84

0.21 37.80 0.49

Rough stone dry masonary with jeddy stonesfor revetment

Painting with synthetic enamil paint two coatsto new wood work

Painting with synthetic enamil paint one coat

to old wood work


54/81

r S.S.R : 2007 - 2008

160.00 130.00 130.00

s Mason Man Mazdoor Woman Mazdoor Total

Amount Nos. Amount Nos. Amount Amount

22.40 1.8 234.00 1.4 182.00 449.2044.80 2.1 273.00 3.5 455.00 794.40

201.60 1.4 182.00 1.4 182.00 662.80

156.80 0.7 91.00 1.1 143.00 466.40

156.80 0.7 91.00 2.1 273.00 596.40

123.20 0.7 91.00 1.4 182.00 455.60

425.60 3.5 455.00 2.8 364.00 1341.80

283.20 0.7 91.00 0.4 52.00 485.60

123.20 0.7 91.00 0.4 52.00 325.60

64.00 1.1 143.00 0.7 91.00 298.00

64.00 1.4 182.00 0.7 91.00 337.00

179.20 0.5 65.00 1.1 143.00 473.60

179.20 0.5 65.00 1.1 143.00 473.60

123.20 0.5 65.00 1.1 143.00 390.60

246.40 0.5 65.00 3.2 416.00 846.20

358.40 2.2 286.00 1.1 143.00 960.20

33.60 0.15 19.50 - - 69.30

1982.40 8.8 1144.00 - - 4082.20

302.40 0.5 65.00 1.1 143.00 656.20

280.00 1.4 182.00 1.4 182.00 779.00

392.00 1.4 182.00 1.4 182.00 945.00- 0.7 91.00 0.4 52.00 143.00

56.00 0.5 65.00 1 130.00 278.00

33.60 0.5 65.00 1 130.00 244.80

61.44

134.40 199.20

78.40 116.20


55/81

Initial rate of materials & centering charges as per S.S.R ; 2007 -

S.no. Description of material

240 9.b33.50

244 12.b Hard gravelly soils SS 20 - B 38.50

245 13.b

37.00

247 1443.50

249 16 59.00

250 17 78.00

193 HYSD Bars 30850.00190 Mild steel rods 6mm dia 32175.00

140 Labour charges for fabrication of reinforcement 6.00

183 42 Cement excluding cost of empty cement bags 4300.00

188 42.e White cement 17.00

36.a Sand for mortar 89.00 4.60

36.b sand for filling 37.00 4.60

33.f 40 mm HBG metal 385.00 7.60

33.d 20 mm HBG metal 650.00 7.60

33.c 12 mm HBG metal 530.00 7.60

22.g Granite stone for R.R Masonary 135.00 7.60

22.a Rough stone for R.R Masonary 116.00 7.60

23.a Granite stone for C.R Masonary 190.00 7.60

34 Gravel 48.00 4.60

35.a Quarry rubbish 20.50 4.60

1 Bricks second class 2000.00 4.80

30Cuddapah slab, 40 mm thick (0.457m X 0.457m)

110.00

38 1509.00

40 2026.00

60 Ceramic tiles 7.3mm thick 1st quality of all shades 356.0070 Glazed coloured tiles of any size 1st quality 316.00

291 Vibrating charges 38.50

292 Machine mixing of concrete 37.50

42.a Labour mixing of cement mortar 22.50

25 Filling charges 12.50

118 Galvanized steel barbed wire I.O.A 12 Guage 35.00

119 Galvanized steel barbed wire I.O.A 14 Guage 34.00

S.S itemNo.

Initialrate

Stackingcharges

Loamy and clayey soils like black cotton soils, redearth and ordinary gravel SS 20 - B

Mixture of gravel and soft disintegrated rock likeshales, ordinary gravel, stoney earthand earthmixed with fair sized boulders SS 20 - B

Soft disintegrated rock( removable by pick axe andcrow bars )

Hard disintegrated rock or soft rock or conglomeraterock etc., removable by pick axe and crow bars

Hard disintegrated rock or soft rock or conglomeraterock and hard lime kankar requiring partial blasting.

Polished cuddapah slab, 25.4 mm thick ( 0.457m X0.457m)

Polished Shahabad stone slab 25.4 mm thick( 0.457m X 0.304m) or any other size as specified -Blue


56/81

213 Rabbit wire mesh (Chicken mesh) 10.00

327 Snow cem or equivalent quality 34.56

328 Surya cem or equivalent quality 6.48

322 wood primer 142.00

312 Synthetic enamil paints in all shades Grade-1 155.00

313 Synthetic enamil paints in all shades Grade-2 115.00

4 d Mason/Painter (1st class ) 180.00

46 d Mason/Painter (2nd class ) 160.00

73 Man/Woman Mazdoor 130.00

320 Impervious water proofing compound 22.00

295 Cement Jali - 25 mm thick 126.00

197 Mastic pad of 2'X4' of 1" thick 671.00

198 Mastic pad of 2'X4' of 1/2" thick 384.00

1004 133.00

7 b)

i) 20 mm dia meter 85.50

ii) 25 mm dia meter 94.50

iii) 36 mm dia meter 104.00

8

i) 20 mm dia meter 54.50

ii) 25 mm dia meter 70.00

iii) 36 mm dia meter 84.50

105 Sal wood frames 31900.00

106 Sal wood planks 36258.00

940Labour charges for framed and planked doors

406.00

945Labour charges for windows framed and planked

331.00

715 35mm thick 624.00

TOWER BOLTS

ALLUMINIUM

128 100 mm long 42.00

129 150 mm long 51.00

130 200 mm long 64.00

131 250 mm long 76.00132 300 mm long 89.00

MILD STEEL(POWER COATED)

133 100 mm long 13.00

134 150 mm long 20.00

135 200 mm long 28.00

136 250 mm long 38.00

137 300 mm long 47.00

Labour charges for making 50 to 75 mm thick RCMparadah walls

Drilling holes in hard granite or sheet rock -

Grouting the holes with neat cement slurry

Flush door shutters, solid bond wood block boardtype with commercial ply on both faces.


57/81


58/81

985 139.00

982 CHAJJAS of any thick 91.00

Lift charges

882 46.00

89138.00

895 19.00

899 9.00

Scaffolding charges

969 36.00

970 44.00

973 1st and 2nd floor 40.00

974 2nd and 3rd floor 80.00

R.C.C Roof slabs above 150 mm depth & up to 3.66m of floor height

For R.C.C items between 1 st & 2 nd floor

For Brick maonary & stone masonary between 1 st& 2 nd floor

Impervious coat up to 26 mm thick plastering orshahabad stone flooring between 1 st & 2 nd floor

Plastering between 1 st & 2 nd floor

For superstructure in first floor over the rate offoundation and basement

For second floor over the rate of first floorsuperstructure

Scaffolding for plastering of walls and ceiling orpainting of roof timber or walls, where height ismore than 3 M


59/81

8

Unit (per)

1 cum

1 cum

1 cum

1 cum

1 cum

1 cum

1 MT1 MT

1 Kg

1 MT

1 kg

1 cum 36.00

1 cum 36.00

60.00 1 cum 45.00

60.00 1 cum 45.00

60.00 1 cum 45.00

58.00 1 cum 45.00

58.00 1 cum 45.00

60.00 1 cum 45.00

1 cum 20.00

1 cum 20.00

1000 Nos

1 sqm

10 sqm

10 sqm

1 sqm1 sqm

1 cum

1 cum

1 cum

1 cum

1 kg

1 kg

Blastingcharges

Seignioragecharges


60/81

1 sqm

1 kg

1 kg

1 Ltr

1 Ltr

1 Ltr

Day

Day

Day

1 kg

1 sqm

1 sqm

1 sqm

1 sqm

1 RM

1 RM

1 RM

1 RM

1 RM

1 RM

1 cum

1 cum

1 sqm

1 sqm

1 sqm

Each

Each

Each

EachEach

Each

Each

Each

Each

Each


61/81


62/81

1 sqm

1 RM

1 cum

1 cum

10 sqm

10 sqm

1 cum

1 cum

10 sqm

10 sqm


63/81

1 1 Cum 86.70

2 2 Cum 90.80

3 3 Cum 96.00

4 4 Cum 100.30

5 5 Cum 104.50

6 6 Cum 113.50

7 7 Cum 119.10

8 8 Cum 123.60

9 9 Cum 129.10

10 10 Cum 133.8011 11 Cum 140.50

12 12 Cum 143.60

13 13 Cum 148.10

14 14 Cum 153.30

15 15 Cum 158.00

16 16 Cum 161.00

17 17 Cum 167.80

18 18 Cum 172.60

19 19 Cum 176.80

20 20 Cum 182.3021 21 Cum 186.40

22 22 Cum 190.50

23 23 Cum 194.60

24 24 Cum 198.70

25 25 Cum 202.80

26 26 Cum 206.90

27 27 Cum 211.00

28 28 Cum 215.10

29 29 Cum 219.20

30 30 Cum 223.3031 31 Cum 227.30

32 32 Cum 231.30

33 33 Cum 235.30

34 34 Cum 239.30

35 35 Cum 243.30

36 36 Cum 247.30

Rates for Conveyance of Earth, Sand and Gravel

including Loading, Unloading and Stacking onMetalled Roads

Sl.

No.

Lead

in Kms

Rate

Per

SS Rate for

2007-2008


64/81

37 37 Cum 251.30

38 38 Cum 255.30

39 39 Cum 259.30

40 40 Cum 263.30

41 41 Cum 267.30

42 42 Cum 271.3043 43 Cum 275.30

44 44 Cum 279.30

45 45 Cum 283.30

46 46 Cum 287.30

47 47 Cum 291.30

48 48 Cum 295.30

49 49 Cum 299.30

50 50 Cum 303.30

51 51 Cum 307.20

52 52 Cum 311.1053 53 Cum 315.00

54 54 Cum 318.90

55 55 Cum 322.80

56 56 Cum 326.70

57 57 Cum 330.60

58 58 Cum 334.50

59 59 Cum 338.40

60 60 Cum 342.30

61 61 Cum 346.20

62 62 Cum 350.1063 63 Cum 354.00

64 64 Cum 357.90

65 65 Cum 361.80

66 66 Cum 365.70

67 67 Cum 369.60

68 68 Cum 373.50

69 69 Cum 377.40

70 70 Cum 381.30

71 71 Cum 385.20

72 72 Cum 389.10

73 73 Cum 393.00

74 74 Cum 396.90

75 75 Cum 400.80

76 76 Cum 404.70

77 77 Cum 408.60

78 78 Cum 412.50

79 79 Cum 416.40


65/81

80 80 Cum 420.30

81 81 Cum 423.90

82 82 Cum 427.50

83 83 Cum 431.10

84 84 Cum 434.70

85 85 Cum 438.3086 86 Cum 441.90

87 87 Cum 445.50

88 88 Cum 449.10

89 89 Cum 452.70

90 90 Cum 456.30

91 91 Cum 459.90

92 92 Cum 463.50

93 93 Cum 467.10

94 94 Cum 470.70

95 95 Cum 474.3096 96 Cum 477.90

97 97 Cum 481.50

98 98 Cum 485.10

99 99 Cum 488.70

100 100 Cum 492.30


66/81


67/81

38 38 Cum 290.60

39 39 Cum 295.30

40 40 Cum 300.00

41 41 Cum 304.70

42 42 Cum 309.40

43 43 Cum 314.1044 44 Cum 318.80

45 45 Cum 323.50

46 46 Cum 328.20

47 47 Cum 332.90

48 48 Cum 337.60

49 49 Cum 342.30

50 50 Cum 347.00

51 51 Cum 351.40

52 52 Cum 355.80

53 53 Cum 360.2054 54 Cum 364.60

55 55 Cum 369.00

56 56 Cum 373.40

57 57 Cum 377.80

58 58 Cum 382.20

59 59 Cum 386.60

60 60 Cum 391.00

61 61 Cum 395.40

62 62 Cum 399.80

63 63 Cum 404.2064 64 Cum 408.60

65 65 Cum 413.00

66 66 Cum 417.40

67 67 Cum 421.80

68 68 Cum 426.20

69 69 Cum 430.60

70 70 Cum 435.00

71 71 Cum 439.40

72 72 Cum 443.80

73 73 Cum 448.20

74 74 Cum 452.60

75 75 Cum 457.00

76 76 Cum 461.40

77 77 Cum 465.80

78 78 Cum 470.20

79 79 Cum 474.60

80 80 Cum 479.00


68/81

81 81 Cum 483.20

82 82 Cum 487.40

83 83 Cum 491.60

84 84 Cum 495.80

85 85 Cum 500.00

86 86 Cum 504.2087 87 Cum 508.40

88 88 Cum 512.60

89 89 Cum 516.80

90 90 Cum 521.00

91 91 Cum 525.20

92 92 Cum 529.40

93 93 Cum 533.60

94 94 Cum 537.80

95 95 Cum 542.00

96 96 Cum 546.2097 97 Cum 550.40

98 98 Cum 554.60

99 99 Cum 558.80

100 100 Cum 563.00


69/81

1 1 1000 Nos 171.70

2 2 1000 Nos 177.303 3 1000 Nos 183.00

4 4 1000 Nos 188.70

5 5 1000 Nos 194.40

6 6 1000 Nos 209.10

7 7 1000 Nos 216.40

8 8 1000 Nos 220.80

9 9 1000 Nos 226.20

10 10 1000 Nos 232.60

11 11 1000 Nos 240.00

12 12 1000 Nos 245.9013 13 1000 Nos 249.80

14 14 1000 Nos 256.20

15 15 1000 Nos 263.00

16 16 1000 Nos 269.60

17 17 1000 Nos 274.90

18 18 1000 Nos 279.80

19 19 1000 Nos 286.70

20 20 1000 Nos 293.00

21 21 1000 Nos 301.20

22 22 1000 Nos 309.4023 23 1000 Nos 317.60

24 24 1000 Nos 325.80

25 25 1000 Nos 334.00

26 26 1000 Nos 342.20

27 27 1000 Nos 350.40

28 28 1000 Nos 358.60

29 29 1000 Nos 366.80

30 30 1000 Nos 375.00

31 31 1000 Nos 383.20

32 32 1000 Nos 391.4033 33 1000 Nos 399.60

34 34 1000 Nos 407.80

35 35 1000 Nos 416.00

36 36 1000 Nos 424.20

37 37 1000 Nos 432.40

38 38 1000 Nos 440.60

39 39 1000 Nos 448.80

Rates for Conveyance of Bricks including Loading,Unloading and Stacking on Metalled Roads

Sl.

No.

Lead

in Kms

Rate

Per

SS Rate for

2007-2008


70/81

40 40 1000 Nos 457.00

41 41 1000 Nos 465.20

42 42 1000 Nos 473.40

43 43 1000 Nos 481.60

44 44 1000 Nos 489.80

45 45 1000 Nos 498.0046 46 1000 Nos 506.20

47 47 1000 Nos 514.40

48 48 1000 Nos 522.60

49 49 1000 Nos 530.80

50 50 1000 Nos 539.00

51 51 1000 Nos 545.80

52 52 1000 Nos 552.60

53 53 1000 Nos 559.40

54 54 1000 Nos 566.20

55 55 1000 Nos 573.0056 56 1000 Nos 579.80

57 57 1000 Nos 586.60

58 58 1000 Nos 593.40

59 59 1000 Nos 600.20

60 60 1000 Nos 607.00

61 61 1000 Nos 613.80

62 62 1000 Nos 620.60

63 63 1000 Nos 627.40

64 64 1000 Nos 634.20

65 65 1000 Nos 641.0066 66 1000 Nos 647.80

67 67 1000 Nos 654.60

68 68 1000 Nos 661.40

69 69 1000 Nos 668.20

70 70 1000 Nos 675.00

71 71 1000 Nos 681.80

72 72 1000 Nos 688.60

73 73 1000 Nos 695.40

74 74 1000 Nos 702.20

75 75 1000 Nos 709.00

76 76 1000 Nos 715.80

77 77 1000 Nos 722.60

78 78 1000 Nos 729.40

79 79 1000 Nos 736.20

80 80 1000 Nos 743.00

81 81 1000 Nos 749.80

82 82 1000 Nos 756.60


71/81


72/81

SUB ESTIMATE

Est. : Rs. 2.40 La

.no Description of Item Qty. Unit Rate Per

1

700 mts 31.30 1 Mt.

2

140 Points 174.15 1 Point

3

60 Points 174.15 1 Point

4

600 mts 34.20 1 Mt.

5

150 mts 54.10 1Mt.

Name of Sub-Work : Providing Electrification to KGBV at Bellamkonda odistrict.

Supply & Fixing of 19mm dia 2mm thick PVCconduct pipe concealed in wall with all requiredaccessories and No.14 SWG G.1 wire for earthcontinuity inclu-ding masonary work for light, fanpoint and separate plug point with T.W. Deepbox including all Labour Charges etc., complete

Wiring with 2 x 1.0 Sq.mm (14/0.3mm) PVCinsulated flexible copper cable in the existingmetallic/Non-metalic conduit pipe with 6A flushtype marked switch ceiling rose and 3mm thickhylam sheet covering to switch control boxincluding all labour charges etc., complete forlight bell & exhaust fan points in Non-resdl.Bldgs,except circuit mains.(SSR 2:3:3)

Wiring with 2 x 1.0 Sq.mm (14/0.3mm) PVCinsulated flexible copper cable in the existingmetallic/Non-metalic conduit pipe with 6A flushtype marked switch ceiling rose and 3mm thickhylam sheet covering to Regultor box includingall labour charges etc., complete for fan points inNon-resdl. Bldgs, except circuit main.(SSR 2:3:4)

Supply and run of 2 of 28/0.3mm and of 1 of14/0.3mm PVC insulated flexible copper cable inexisting metallic/Non/metallic conduit pipe forrun of main including all Labour Charges etc.,complete (SSR 3:3:3)

Supply and run of l2 of 65/0.3mm (4.5Sq.mm)and of 1 of 28/0.3mm PVC insulated flexiblecopper cable in exist-ing metallic / Non-metalic

conduit pipe for run of mains including all LabourCharges etc., complete(3:3:5)


73/81


74/81


10

4 Nos. 1540.00 1 No.

11

5 Nos. 980.00 1 No.

12

3 Nos. 400.00 1 No.

13

150 36.20 1 Mt.

14

50 Nos. 370.00 1 No.

15

1 No 113.00 1 No.

Supply & Fixing SPN 8 way SPN (SS-8W)Distribution board suitable for fixing single poleMCBS in sheet steel enclosure conc -ealed in wallchisling, masonry work and with 1 No 40 A.D.P.isolation and 6 Nos 6-32 Amps single pole MCBS

including vitenal connections and LabourCharges etc., complete (SSR 4:4:4)

Providing independent earthing for mainswitches 1.C cut outs and motors using 40mmdia B class G.1. pipe 2.0 mt.length dulyproviding 12mm dia 16 Nos. holes and requiredbolts, nuts, and washers, check nuts, hume pipe

ring, etc., as per I.S. speci-fications withnecessary double G.I. earth wire No.8 SWGincluding filling with equal proportion of self andcharcoal in layers and all Labour charges etc.,complete (SSR 4:5:1)

Supply and erecting proceeding base fuse unitapproved make 415 V 200A existing angle ironframe in approved manner (SSR 4:3:5)

Supply and fixing of 25mm dia 2mm thickconduct pipe concealed in wall with all requiredaccessories with No.14 SWG, GI wire for earthcontinuity including chisling, the wall wherevernecessary lincluding masonry work and includingand all Labour Charges etc., complete for run ofmains.(SSR 1:4:1)

Supply and erecting approved make similar to

crompton make as directed by the depa- ment1x40W. patty type flourscent fitting made ofCRCA sheet, complete with polyster filled copperwound choke 40W; starter, and side holders etc.,complete with 40W. tube.(SSR 8:5:3 + differenrcost of copper choke)

Supply and fixing lof ding dong bell on 4x7decolam block including giving connections, costof all accessories and all labour charges etc.,complete (SSR 4:5:25)


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16

1 4870.00 1 No.

17

40 mts 356.00 1 Mt.

18

6 Nos. 108.00 1 No.

19

16 Nos. 55.00 1 No.

Supply and erecting four pole sheet metal/ Ironclad HRC fuse switch ISI approved make415/500V. 200A with HRC fuses, conduit entryerected on angle iron frame covered with 3mmthick white hyam sheet cover etc., complete

including cost and conveyance of all materialsand labour charges etc., complete (SSR 4:1:20)

Supply and erecting PVC armoured casle 1100V.3.5 core 120 sq.mm, with ISI mark followingstandard/solid/alluminium cond- uctor completewith making French in soil upto 0.9mtr. deepembedding the cable complete with sand bed of

20cms. Thick layers and bricks placed on top ofthe cable with wire all over the run and backfilling the excavated earth without stones arehard materials and making the surface properwith 15cms. Crown on the top duly providingroute indicators including connections etc.,complete (as per I.S.1255) as directed by thedepartment. (SSR 15:2:19)

Supply and erecting heavy duty flange typebrass cable glands for 3.5 core 120 sq.mm PVCarmoured cable with brass washers rubber ringscomplete erected with cable ends and leadsconnected. (SSR 15:3:8)

Supply and erected crimpling type copper legsconforming to IS Suitable for cable upto120sq.mm. evenly crimped with high pressuretool and connected to switchgear terminals withbrass/cadium plated Nut bolts in approvedmanner. (SSR 15:4:7)


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20

50 Nos. 1343.00 1 No.

21

50 mts 4.00 1 Mt.

22

12 Nos. 165.00 No.

23

1 Nos. 1566.00 1 No.

24 unforseen items

Total

Supply and erecting ceiling fan with 3 blades anddouble ball bearing with condensorA.C.250V.50c/s. of 48 1200mm sweepcompletely erected in position with resistancetype regulator, canopy down rod upto 304.80mm

in length is provided with hook/clamps, nuts andbolts and 24/02 flexible copper wire etc.,complete, include- ing cost and conveyance ofall materials and labour charges. (SSR 9:7:3)

Run of earth lead No.8 SWG G.I. wire inclu-dingcost of all accessories and labour charges etc.,

complete. (SSR 3:4:1)

Fixing of sheet light to the wall with 1.0 mt.25.00 mm dia class A G.I. pipe bracket bentinto 130o Degrees angle including fixing anti-filling flat made with 25mm x 6mm G.I. flatincluding wire leads and connections includingcost of all accessories etc., complete. (SSR4:5:17)

Supply and erecting of bulb chamber made withNo.16 SWG CRCA sheet fitted with 4 Nos. copperbars and erected with angle iron support atcorners, and necessary insulators, red-oxidepaint and drilling suitable number of holes, dulyproviding bolts and nuts with washers etc.,complete, including cost and conveyance of allmateri-als and labour charges: 220A (SSR 12:1:1)


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hs

Amount

21910.00

24381.00

10449.00

20520.00

8115.00

Guntur


78/81

Amount

1450.00

340.00

1728.00

18780.00


79/81


80/81

Amount

4870.00

14240.00

648.00

880.00


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KGBV Nakarikallu

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Transcript of KGBV Nakarikallu