WESTERN RAILWAY AHMEDABAD DIVISION

TENDER SCHEDULE

NAME OF WORK:-Palanpur-Khodiyar Section-Providing 0 3(Three) Nos Road Under Bridges to eliminate manned level crossings No. 175 , 176 and 204 on Palanpur- Khodiyar section by assembling pre-casted RCC box s egments, launching them by road cranes in full traffic block including provisi on of temporary diversions i.e. earthwork, soling, WBM etc, required signage, speed breakers, lifting barriers and temporary duty bunks and other related miscellaneou s works related to the road under bridges.

SCHEDULE : 'A'

Sr. No.

SOR Item No.

Qty Description Rate Unit Amount

1 `011010 Earth work in excavation as per approved drawings and dumping at embankment site or spoil heap, within railway land, including 50m lead and 1.5m lift, the lead to be measured from the centre of gravity of excavation to centre of gravity of spoil heap: the lift to be measured from natural ground level and paid for in layers of 1.5m each, including incidental work, as per specifications-in

`011011 1481.58 All kinds of soils 109.36 Cum 162025.59

2 `011050 Extra for lead of earthwork above initial lead of 50m, in all kind of soils and rocks

`011051 2963.19 for every 50m or part thereof -lead over 50m and upto 150 m

10.63 Cum 31498.71

`011070 315.00 Extra for every additional lift of 1.5m or part thereof, after initial 1.5m for earthwork in all soils

7.92 Cum 2494.80

3 222040 105.00 Supply and laying of coarse sand including consolidation, supply of all materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer incharge in case loose slush is encountered at site of foundation before casting the foundation or before laying the filtering media

1065.80 cum 111909.00

4 192030 27.39 Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 40 mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer

1125.86 cum 30837.31

5 195030 Centring and shuttering including strutting, propping etc. and removal of form for :

195032 923.19 Abutment, pier, wing walls and return walls 282.60 Sqm 260893.49

195038 156.15 In Bottom/top slab, side walls, toe wall and sumps haunch filling head walls or any other component

282.60 Sqm 44127.99

6 194020 68.19 Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix Mass Cement Concrete M20 grade (Cast - in Situ) using 20 mm graded crushed stone aggregate and coarse sand of approved quality in Drop and curtain wall and alike structures below bed level, Including the cost of centring, shuttering and finishing complete as per drawings and technical specifications as directed by Engineer. Payment for cement & reinforcement shall be paid extra

1275.50 cum 86976.35

7 192050 268.11 Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix Cement Concrete M20 grade (Cast - in Situ) using 20 mm graded crushed stone aggregate and coarse sand of approved quality in Abutment, pier, wing walls and return walls of Mass cement concrete above RCC raft Including finishing complete as per specifications and direction of the Engineer in charge. Payment for cement, reinforcement and shuttering shall be paid extra

1275.50 cum 341974.31

8 236020 160.23 Providing and laying design mix cement concrete in roads, having a cube strength of M-30 using cement, coarse sand and graded stone aggregate of 40mm nominal size as per approved design. mechanically vibrated, steel form work, curing, providing and filling construction & dummy joints with approved joint filler (conforming to grade B of IS: 1834) rounding of the edges, making & filling the grooves as per drawing

2244.67 cum 359663.47

9 045010 Supplying Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

045016 204650.00 Thermo-Mechanically Treated bars 57.94 Kg 11857421.00

10 031010 Providing and laying in position cement concrete of specified proportion excluding cost of cement, centering and shuttering - All works upto Plinth level :

031012 95.46 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size)

1473.17 Cum 140628.81

CEMENT PLASTER (IN FINE SAND) : 11 111010 12 mm cement plaster of mix -

111011 84.54 1:4 (1cement: 4 fine sand) 60.27 Sqm 5095.23 12 116070 1145.46 Finishing with Epoxy paint (two or more

coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete on concrete work

102.81 Sqm 117764.74

13 142030 Providing and laying non-pressure NP3 class (medium duty ) R.C.C. pipes including bends etc with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement: 2fine sand) including testing of joints etc. complete up to 800mm dia.

142035 1080 600mm dia. R.C.C. pipe 1530.86 metre 1653328.80

14 143140 Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality. (As per IS 12592-1991)

143141 15 LD- 2.5 rectangular shape 600x450mm internal dimensions

546.13 Each 8191.95

15 081030 Structural steel work welded in built up sections, trusses and framed work, girders, stagings, racks, etc including cutting, bending, straightening, hoisting, fixing in position, including applying a priming coat of approved steel primer, complete - upto 6m height above GL

081031 5000 In RSJ, tees, angles and channels 75.92 Kg 379600.00

081032 9500 In flats, plates , round or square bars 73.32 Kg

696540.00

16 033060 Supply and using cement at worksite :

033062 636.64 OPC 53 grade 4830.00 Tonne 3074971.20

17 041010 Providing and laying in position M 20 Grade concrete for reinforced concrete structural elements but excluding cost of centering, shuttering, reinforcement and Admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge

041011 82 All work upto plinth level, including raft foundation of washable aprons, HS tank, pile cap, footings of FOB, and Platform shelter etc.

Cum 1931.52

158384.64

18 056040 Cement Concrete Solid Block Masonry in foundation and plinth with:(factory made blocks)

056042 10.08 Cement mortar 1:4 (1cement: 4fine sand) 3356.13 cum 33829.79

19 231040 Providing and laying water bound macadam with specified stone aggregate, stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete.

231041 133.65 Sub-base with stone aggregate 90mm to 45mm including stone screening 13.2mm size

970.01 cum 129641.84

231043 79.08 Base course with 53mm to 22.4mm size including stone screening 11.2mm size

824.32 cum 65187.23

20 081290 Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete

081292 1636.35 Hot finished seamless type tubes 101.65 Kg 166334.98

21 101010 Providing corrugated G.S. sheet roofing, including vertical/curved surface, fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required

101011 102.27 1.00mm thick with zinc coating not less than 275gm/ sqm

919.34 Sqm 94020.90

22 013120 3253 Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, rain bunds if provided, platforms etc. with earth excavated from outside railway boundary entirely arranged by the contractor at his own cost as per RDSO's latest guidelines and specifications and special condition of contract including all leads, royalty, lifts, ascents, descents, crossing of nallahs or any other obstructions. The rates shall include all dressing of bank to final profile, demarcation and setting out of profile, site clearance, removing of shrubs, roots of vegetations growth, heavy grass, benching of existing slope of old bank, all handling/re-handling. taxes, octroi and royalty etc. as a complete job. Cut trees shall be property of railways and to be deposited in the railway godown unless specified otherwise in the Special conditions of contract

129.35 cum 420775.55

23 013130 3253 Extra for mechanical compaction of earth/blanketing material filled in embankment with contractor’s rollers of suitable capacity, type and size to achieve specified density as per specification, testing as per IS codes incl. cost of water, T&P consumable material and all labour as a complete job. The work is to be executed as per Latest edition of "Guidelines for Earthwork in Railway Projects" issued by RDSO, Lucknow

13.30 cum 43264.90

24 021130 Loading/Unloading G.I. sheets, rails, joists, built up sections, angles, C.I., Ductile pipes, A.C Pipes, or G.I. pipes RCC/PCC beams / slabs and other miscellaneous ironwork or wood work including lead upto 50m and stacking properly into/from trucks, trailors or wagons.

021131 30 Individual length upto 3.5 M 145.87 MT 4376.10 021132 102 Individual length more than 3.5 M 160.39 MT 16359.78

25 021140 132 Leading miscellaneous materials such as iron work, rails, fitting & fastenings, pipes, wooden logs, stones over pitching stone size, RCC/PCC beams / slabs etc. and all similar articles (each individual article or bundle being not more than 3.5 metres long in the longest direction) including picking up unloading and stacking, lead upto 50m.

149.16 MT 19689.12

26 021141 102 Additional lead for every subsequent 50m or part thereof, over 50m and upto 500m over item no. 021140.

40.72 MT 4153.44

27 021150 112 Leading miscellaneous materials such as iron work, rails, fittings & fastenings, pipes, wooden logs, stones over pitching stone size, RCC/PCC beams / slabs etc and all similar articles (each individual article or bundle being not more than 3.5 metres long in the longest direction) including all loading, unloading and stacking, lead over 500m and upto 10 km. Note : Lead under this item is payable when the same exceeds 500m.

108.05 MT 12101.60

28 021151 2244 Additional lead for every subsequent km or part thereof, over 10 km and upto 100 km over item no. 021150.

4.95 MT/Km 11107.80

29 021152 10200 Additional lead for every subsequent km or part thereof, over 100 km and upto 400 km over item no. 021150 &.021151

4.53 MT/Km 46206.00

30 021153 10200 Additional lead for every subsequent km or part thereof, over 400 km and upto 1000 km over item nos. 021150, 021151 & 021152

3.84 MT/Km 39168.00

31 Misc. SOR for successful execution of work

150000

TOTAL FOR SCHEDULE " A " Rs. 20780544

WESTERN RAILWAY

AHMEDABAD DIVISION

TENDER SCHEDULE

NAME OF WORK:-Palanpur-Khodiyar Section-Providing 0 3(Three) Nos Road Under Bridges to eliminate manned level crossings No. 175 , 176 and 204 on Palanpur- Khodiyar section by assembling pre-casted RCC box s egments, launching them by road cranes in full traffic block including provisi on of temporary diversions i.e. earthwork, soling, WBM etc, required signage, speed breakers, lifting barriers and temporary duty bunks and other related miscellaneou s works related to the road under bridges.

SCHEDULE : 'B'

Sr. No.

SOR/ NS

Item No.

Qty Description Rate Unit Amount

1 NS/1 840 Reinforced Cement Concrete( precast, casted near site) in M-35 grade in foundation, footing, base of column, pedestal, footings, columns,pillars, beams, platform slabs, staircase, beam, Box etc. including cost of aggregates, centering shuttering, scaffolding, labour and plants, curing etc. complete as directed by engineer in charge. The rate is not inclusive of excavation, cement and reinforcement. The excavation,cement and reinforcement shall be paid seperately under relevant USSOR items.

3216.00 Cum 2701440.00

2 NS/2 2386.35 Placement of precast RCC segmental Box/slab with the help of road crane at desired location, carefully by lifting and packing method, during traffic and power block with all contactor labour tools and material, crane, machinery, preparation of surface as directed by Engineer, including filling of joints by epoxy mortar and laying of required sand including cost of epoxy and sand, including all material and labour, tools, plants, machinery etc. with all lead and lift.

3520 MT 8399952.00

3 NS/3 2100 Earthwork in excavation in track formation upto depth of 6.50 mt from Rail level by mechanical/mannual means during full trafficblock period in day/night and removing the surplus excavated earth by dumper/ tractor trolley within a distance of 300 mt.Rate includes levelling dressing of sides and bottom all machine,fuels, operators and labours and all taxes complete. Note;-Excavated earth shall be measured as per sketch provided vide HQ letter No.W/560/17 VOL (XIII)W4 dated 13.01.2014

227.60 Cum 477960.00

4 NS/4 109.08 Providing and laying machine batched machine mixed and machine vibrated design mix RCC M-25 for precast base slab including the cost of centering, shuttering , and finishing as per the direction of Engineer in charge . Rates are inclusive of all the materials, admixtures, labour, machinary, tools, and plants, taxes etc. involved in the above items description complete in all respect except cost of cement & reinforecemnt, which will be paid separetely.

2715.00 Cum 296152.20

TOTAL FOR SCHEDULE " B " Rs. 11875504

WESTERN RAILWAY

AHMEDABAD DIVISION

TENDER SCHEDULE

NAME OF WORK:-Palanpur-Khodiyar Section-Providing 0 3(Three) Nos Road Under Bridges to eliminate manned level crossings No. 175 , 176 and 204 on Palanpur- Khodiyar section by assembling pre-casted RCC box s egments, launching them by road cranes in full traffic block including provisi on of temporary diversions i.e. earthwork, soling, WBM etc, required signage, speed breakers, lifting barriers and temporary duty bunks and other related miscellaneou s works related to the road under bridges.

SCHEDULE : 'C'

Sr. No.

SOR/ NS

Item No.

Qty Description Rate Unit Amount

1 1/NS 72 Making cut by Hack Saw blade in 52Kg/60Kg rails with contractor's own tools and labor and cutting equipments etc. complete.

117.33 Per Cut 8447.76

2 2/NS 288 Making 32mm dia holes true in 52Kg/60Kg rails web either on cess or in running lines with contractor's own machine, tools, plants and labours complete. The rate shall include chmfering of drilled holes with contractor's own chamfering machine.

41.33 per hole 11903.04

3 3/NS 300 Spreading the stone ballast in railway track from the ballast lying along the track and making required profile as per IRPWM para 263 of 2004 reprint including all lead and lift with contractor's labours, T&P etc complete. The rates is also includes crossing of tracks if necessary. (Note:- payment for this item will be made on the basis of the gross measuement of ballast supplied by supply contract without deducting shrinkage.) Ballast will be available any where in yard and crossings of loops, tracks and platform may required for which no extra payment will be made.

94.53 Cum 28359.00

4 4/NS 480 Removing from track existing CST-9/ST/Wooden/PRC sleepers and insertion of 52Kg/60Kg PRC sleepers lying along the cess/formation/toe including lead upto 100m. and all lift, fixing the same with all standard fittings i.e. rubber pads, liners & pendrol clips, etc. to correct gauge and spacing as per the direction of representative of Engineer in Charge including one round of Kaccha packing. This item includes crossings of tracks wherver necessary. (Fittings etc, shall be handed over to the contractor from thr stores/depot of the PWI which shall be brought to site by the contractor with his own tools, equipments, etc. and no extra payment shall be admissible)

97.64 Each 46867.20

5 5/NS Through Packing of newly laid track/deep screened track as per the procedure laid down in IRPWM para 224 for making the track fit for 20 KMPH speed. The work shall include opening of track, squaring of sleepers alignment, gauging and packing of sleepers and repacking of joints and dressing and boxing as per standard profile with contractor's own labour, tools etc. complete.

300 (a) First through packing to make track fit for 20 KMPH.

25.74 Track Rm.

7722.00

300 (b) Second through packing to make track fit for 45 KMPH.

12.03 Track Rm.

3609.00

6 6/NS 300 Removing from track consisting of any type of sleepers and sleeper density the existing 90R/52Kg free rails/3 rail panels/ 5 rail panels/10 rails panel/20 rail panels by removing fish plates, fastenings and fish bolts & stacking the released rails and other released materials safely on the cess as directed by Engineer. (Work to be done under block and Railway's supervision). Rate includes crossing of one or more track wherever required).

29.42 Track Rm.

8826.00

7 7/NS 300 Laying 90R/52Kg/60Kg panels consisting of free rails/ 3 rails/ 5 rails/10 rails panles/20 rail panels with all fittings on sleepers of any density and linking the rails with fish plates and fastenings to specified gauge as directed under block. (Joints should be perfectly square). Note:-Before insertion of ERC clips all the clips are to be greased by the contractor with ographite (Which will be supplied by Railway free of cost) No extra payment will be made for such greasing. Rail panels will be made available any where in yard including on loop also. No extra payment will be made for collection of rails.

47.22 Track Rm.

14166.00

8 8/NS 78 Preparing and fixing check rail of 52 kg/90-R by making groove for PRC sleeper inserts and making hole for bolt with all fitting, gauging etc. complete by contractors own equipment, labours, tools & plants etc. complete as diected by representative of Engineer in Charge.

191.30 Rm. 14921.40

9 9/NS 300 Pairing of 90-R/52Kg/60Kg free rail/3 rails/5/10 rail/20 rail panles unloaded in yards section accurately including all lead and lift and crossing lines if necessary with contractor's own tools and plants.

5.23 Track Rm.

1569.00

10 10/NS 15 Transportation of 90R/ 52 kg rails form site of work to nominated station/Yard by road vehicle/Rail dolly etc. and vice versa. The transportated rails should be properly stacked in to station yard/LC on any other suitable location as per the instructions of representative of Engineer in Charge. (The work includes loading and unloading in to Road Vehicles/Rail dolly with Contractor's own labour tools and plants, Transportation means/Rail dolly. Only flagman for protection of Rail dolly working will be provided by Railway. (No Block will be provided for Rail dolly Working).( Payment shall be made as per standard weight of rails) (Maximum lead of 5 Kms.)

522.99 MT 7844.85

11 11/NS 129.00 Transportation of Metal / Wooden /Any type of sleepers with all fittings and fastenings from site of work to nominated station / yard by road vehicle/Rail dolly and vice versa. The transported sleepers should be properly stacked in to station yard/LC or any other suitable location as per the instructions of the representative of Engineer in Charge. The work includes loading and unloading in to road vehicle/rail dolly with contractor's own labour, tools & plants, transportation means/Rail dolly. Only flagman for protection of rail dolly working will be provided by Railway. (No block will be provided for Rail dolly working.). ( lead up to 5 Kms.)

530.80 MT 68473.20

12 12/NS 3.00 Manufacturing and installation in position and commissioning non-interlocked lifting barrier within Railway limit on either ends of road passing through the level crossing with all accessories like booms lever locking device arrangements with half bearing gates operating winch, pulley, wheels, diversion wheels, stack bells, steel wire ropes for operating booms, union bracket, drum, night light arrangements for open and closed positions for road users.

234548.68 Per set. 703646.04

13 134/NS 30 Prividing ligthing arrangements on hiring basis with contractor's own generator set during night blocks. The rate is inclusive of all contractor's labour for manning/ transportation from the depot to the site work and vise versa tools & plants, all consumable stores including diesel, petrol, all lead lift, transports, texes etc complete as per the specification and as per instruction of Engineer incharge at site.

1213.20 Per Generat

or per night

36396.00

14 14/NS 24 Making cut by Gas Cutter in 90R/52Kg/60Kg rails with contractor's own tools and labour and and cutting equipments etc. in track.

60.00 Per Cut 1440.00

15 15/NS Providing Retro reflective Luminous strips 25mm width on various boards on the already exisitng boards and new boards between the entire section as per direction of Engineer in charge. The colour of luminuos strips shall normally be yellow/ White/Red. The Rate shall include contractor's own material, labour, tools and plants etc. complete.

(a) 6 L C whistle Board 240.75 Each 1444.50 (b) 12 L C Road Sign Board 144.45 Each 1733.40 (c.) 6 L C Speed breaker board 211.86 Each 1271.16 (d) 6 L C Number board 144.45 Each 866.70 (e) 6 L C Booms 259.84 Each 1559.04

16 16/NS Launching of Railway's relieving girder of overall length up to 20.40 metre after removing track, ballast, excavation earth on properly prepared wooden /CC cribs supports as per the approved scheme of launching, Railway drawing and specifications, by contractor's tools & plants, machineries, labour, equipments etc. The work includes fixing of track i.e. wooden sleepers and rails to Railway's specification and standards on the relieving girder and necessary adustments in the longitudinal and cross levels after insertion of the relieving girder in the track to maintain safety of trains on the relieving girder and its approaches. Note : This item also includes transportion of releiving girder from within 2Kms to site of work.

(a) 2 14 m to 20.40m long girder 201348.00 Per Girder 402696.00

17 17/NS De-launching of Railway's relieving girder from bridges and stacking at bridge approaches with contractor';s labour, traiker, cranes, derrick, tools and plants equipments, consumables etcv. Complete as per specifications, special conditions and detailed scope of work furnished in the tender and as directed by the Engineer in charge. Note:- 1. Dismantling of the overlaying track shall be paid through other relevant item. 2. Each girder consists of two cross braced leaves. Note : This item also includes transportation of relieving girder from site of work to within 2Kms.

(a) 2 14 m to 20.40m long girder 54763.33 Per Girder

109526.66

18 18/NS Loading, transportation, unloading and stacking relieving girder

(a) 82 For first one km. 569.88 MT 46730.16

(b) 32800 For each additional one km. Or part thereof 5.89 MT per km.

193192.00

19 19/NS 240 Drilling of holes in the existing PRC sleepers in situ up to required depth to accommodate the PVC dowels mentioned below under item 20/NS by approved mechanical drills as per the instruction of engineer in charge at site complete.

84.63 Each 20311.20

20 20/NS 240 Supply and insertion of standard plastic dowels as per RDSO Drg No. T/3022 fixing as std. Plate screws as per drawing no. T 3915 A . Sample of plastic dowels shall got approved before execution of work. (Rail screw shall be supplied free by the railway)

52.97 Each 12712.80

21 21/NS 240 Filling the holes (grouting) with epoxy mortar in proportion of (1:1) epoxy and sand after the dowels are fixed in position under item 21/NS to accommodate new bearing plates complete.

80.30 Each 19272.00

TOTAL FOR SCHEDULE " C " Rs. 1775506

Details of Contracts above Rs. 20 lakhs, Ahmedabad division. (Engineering Open Line).

Tender No. Item / Nature of work.

Mode o

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1 2 3 4 5 6 7 8 9 10 11 12 13 14

DRM/ADI/238 of 2015-

16

Palanpur-Khodiyar: Providing 03(Three) Nos Road Under Bridge to eliminate manned level crossings No. 175, 176 and 204 on Palanpur-Khodiyar section by

assembling pre-casted RCC box segments, launching them by road cranes in full traffic block including provision of temporary diversions i.e. earthwork, Soling, WBM etc, required signage, speed breakers, lifting barriers and

temporary duty bunks and other related miscellaneous works related to the road under bridges (Re-invited)

Open T

ender

10.12.2015

Sin

gle

12.01.2016

5 ---- NIL Yes

W/6

23/3

432/1

5-1

6 d

ate

d 0

9.0

5.2

016

M/s Radhe Associates, Mehsana,

Rs. 3,28,27,292.32

08.0

3.2

017