South Central Railway Tender
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Costs
EMD
₹ 28,79,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Sc-kzj Section- Earth Work In Formation Extension Of Minor Bridges, Subways, Island Platforms, Retaining Wall, Apron, Sewerage,watering Arrangements.
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2565390Tender No
96-CAO-C-SC-2018Tender Authority
South Central Railway ViewPurchaser Address
-Website
http://www.scr.indianrailways.gov.in
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Documents
BOQ Items
Extra for every additional lift of 1.5m or part thereof, after the initial 1.5m, for earth work in all soils
2220
9
21534
Extra over item 011010 for excavation in foundations for buildings and bridges to cover dressing to neat dimension and plumbing sides etc. Note : Dressing under this item is payable for the total quantity of excavation in foundation and not partly
5543
10
55984.3
Filling, watering and ramming earth in 15 cm layers in floors and foundations with surplus earth from foundations including 50m lead and 1.5m lift
1150
22
25645
Providing and removing barricading with the help of portable fencing along the running track 7 where the work is to be done in close vicinity of the track. Fencing shall consist of self supporting steel angles of size 50 x50x6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23x0.23x0.23M placed at c/c distance of 2.0 M along the track. 12 mm dia rods in three horizontal layers tack welded with the angle posts including providing Retro-reflective tapes in Horizontal & vertical direction. Note : Released material will be the property of the contractor after the completion of work. Cost of cement to be paid separately.
5000
86
430000
Loading/Unloading ballast, kankar, brickbats, stone-chips, shingle, stone boulders, block kankar, pitching stones , rubble stones, laterite, coal, surkhi, dry mortar, sand , moorum, earth, manure or sludge, ashes, lime etc., including lead up to 50m and stacking into/from trucks, trailors or wagons
2300
46
107226
Leading ballast, kankar, brickbats, stone-chips, shingle, stone boulders, block kankar, pitching 9 stones, rubble stones, laterite, coal, surkhi, dry mortar, sand, moorum, earth, manure or sludge, ashes, lime, debris, muck, malba, etc. for lead upto 25 km. Note : Lead under this item is payable when the same exceeds 500m.
19430
59
1156862.2
Providing and laying in position cement concrete of specified proportion excluding cost of cement, centering and shuttering - All works upto Plinth level : 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size)
8390
1865
15653055.2
Providing and laying in position cement concrete of specified proportion excluding cost of cement, centering and shuttering - All works upto Plinth level : 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 40mm nominal size)
1390
1808
2514009.6
Providing and laying cement concrete, up to plinth in retaining walls, walls (any thickness) 12 including attached plasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc, excluding the cost of cement and of shuttering, centering. 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size)
37
2309
85449.65
Providing and fixing precast M 15 grade cement concrete in string or lacing courses, coping, 13 bed plates, anchor blocks, plain window sills, shelves, louvers, steps, etc. upto floor two level, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required shuttering, centering complete - excluding the cost of cement. (cast at site)
23
2483
57125.1
Providing and fixing at or near ground level, Precast M 20 grade cement concrete as per 14 approved design and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), including the cost of required centering and shuttering complete but excluding the cost of cement.(cast at site) in ash pit stones, platform coping stones etc.
552
2834
1564660.56
Providing and laying in position M 20 Grade concrete for reinforced concrete structural 15 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 All work upto plinth level, including raft foundation of washable aprons, HS tank, pile cap, footings of FOB, and Platform shelter etc.
4712
2326
10963410.4
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, raft foundation of washable aprons, Pile caps, Footings of FOB etc.
4724
132
625930
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, pillars, , posts and struts per cm
130
291
37856
Vacuum dewatering of all types & grade concrete by mechanical means including draining out 19 the sucked excess water from concrete & then finishing the surface smooth with mechanical trowelling with suitable equipment etc. complete. The methodology to be adopted will be as per user manual of dewatering & trawling machine and as directed by Engineer.
22740
8
185785.8
Brick work with non-modular (FPS) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand)
72
2277
163950.48
Brick work with modular bricks of class designation 7.5 in foundation and plinth in : Cement Mortar 1:6 (1cement : 6 coarse sand)
96
1992
191251.2
Extra over item 051010 & 051020 for brick work in superstructure beyond plinth level upto floor two level :
93
166
15508.68
Half brick masonry with bricks of class designation 7.5 in foundations and plinth in : Cement mortar 1:4 (1 Cement : 4 coarse sand)
57
272
15551.88
Add or deduct from rates of brickwork when the bricks specified or permitted to be used by Engineer are of Class designation other than 7.5 Deduct for Class designation 3.5
88
-
-57669.04
Coursed rubble masonry (2nd sort) with hard stone in foundation and plinth with : Cement mortar 1:6 (1cement: 6coarse sand)
3560
2194
7811423.2
Dry rubble masonry in retaining walls, toe walls etc.
45
1533
69023.7
Drilling or cutting holes in hard stone: Exceeding 20 mm and upto 40 mm dia
3700
236
876308
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete Fixed to steel windows by welding
20000
72
1458000
Erecting roof trusses, tank stagings, steel tanks etc. including rivetting for work upto 10m height above GL
260
250
65093.6
Extra to item no 081050 for every subsequent 5m height, or part thereof, over 10m height above GL
260
62
16273.4
Erecting rails in posts, platform wall copings etc. including necessary cutting and drilling
258
80
20732.88
Supplying and fixing lewis/ holding down bolts of approved design with nuts and washers complete
3000
54
164640
Providing and fixing level adjusting hangers of 6mm dia. M.S. rods (upto 1200mm length) fixed 33 to roof slabs by means of M.S. angle ceiling cleats 40x40x5mm size, 40mm long and expansion hold fasteners 12.5 mm dia. 40mm long including applying priming coat of zinc chromate yellow primer for steel members complete
1800
102
184068
Fabricating, supplying & installing stainless steel railings for staircases, balconies, FOBs, Enquiry/Reservation complex etc., made of SS 304 grade stainless steel, laser cut / water jet cut (no shearing), 34 polished with Automatic round/flat polishing machine to get a uniform hairline finish. All parts shall be connected to each other with the help of prescribed size CNC made solid connectors, countersunk screws. Welding should be finished ensuring that no welding marks are visible and assembly is mounted on floor with the help of dash fasteners. Railings shall be fabricated as per approved drawings by engineer-in-charge. Manufacturer shall submit maintenance manual and basic material test report for grade certification.
5400
500
2704320
Laying cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 20mm nominal size) of thickness 40 to 100mm as under layer of flooring
4960
2602
12909739.2
Providing and laying plain cement concrete flooring of specified thickness with mix design 36 concrete over firm, well prepared and well compacted bed including provision of designed expansion joint & finishing manually or mechanical trowel ling & vacuum dewatering complete. Expansion joint to be paid for separately. M-25
2600
2824
7344714
Providing & fixing Precast Chequered tiles conforming to IS:13801:1993, manufactured under mechanical vibration & hydraulic pressing machine in double layer; top layer of 10 to 12 mm thickness of Dolomite 37 Powder, graded chips, fibre and UV stabilised iron oxide Lanexess colour and bottom layer of 1:3 CC mixed with galvanised steel fibre of approved quality, jointed with neat cement slurry mixed with pigment to match shade of tiles including rubbing and cleaning etc. complete on 20mm thick bed of cement mortar 1:4 of sizes : 250mm x 250mm x 25mm thick
6600
478
3160938
Providing and fixing 18mm thick mirror polished, machine cut for kitchen platforms, vanity 38 counters facias, dados and skirtings and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1cement: 4coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touchups, including rubbing, curing. etc .complete at all levels Granite Pink. Area of slab over 0.2 Sqm but upto 0.5 Sqm
381
2153
820597.8
Providing and fixing 18mm thick mirror polished, machine cut for kitchen platforms, vanity 39 counters facias, dados and skirtings and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1cement: 4coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touchups, including rubbing, curing. etc .complete at all levels Granite Pink. Area of slab over 0.5 Sqm but upto 1.0 Sqm
281
2152
604793.49
Providing and fixing 18mm thick mirror polished, machine cut for kitchen platforms, vanity 40 counters facias, dados and skirtings and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1cement: 4coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touchups, including rubbing, curing. etc .complete at all levels Granite Pink. Area of slab over 1.0 Sqm but upto 2.0 Sqm Or larger
804
2141
1722079.56
Extra for providing edge moulding to 16mm to 20mm thick marble/granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by the Engineer-in-Charge Granite work
60
119
7148.4
Providing and fixing 25mm thick flame cut/machine cut for floors /stairs and similar locations of 42 required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1cement: 4coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touchups, including rubbing, curing etc. complete at all levels Granite Pink - Area of slab over 1.0 Sqm but upto 2.0 Sqm Or larger
2670
3607
9633119.7
12 mm cement plaster of mix - 1:4 (1cement: 4 fine sand)
556
67
37257.56
15 mm cement plaster on the rough side of single or half brick wall of mix - 1:6 (1cement: 6 fine sand)
784
77
60391.52
Pointing on stone work with cement mortar 1:3 (1cement: 3fine sand) Flush/ Ruled pointing
100
78
7805
Pointing on stone work with cement mortar 1:3 (1cement: 3fine sand) Raised and cut pointing
2510
142
358302.5
Finishing walls with water proofing cement paint of required shade two or more coats on new work applied @ 3.84 Kg/10 sqm
5265
38
201702.15
Painting, Two coat, any shade as directed of approved make and brand a) Trusses exceeding 9m clear span, b) Staging with O.H. tank where staging is more than 2.5m in height, c) Flood light towers, d) Chimneys and similar structures With Aluminium paint as per IS:2339
5200
35
182520
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall 25 mm dia. nominal bore
500
207
103890
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall 50 mm dia. nominal bore
700
382
267841
Providing and fixing medium grade G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the wall etc. Concealed pipe including painting with anti corrosive bitumestic paint, cutting chase and making good the wall 25 mm dia. nominal bore
180
247
44539.2
Providing and fixing medium grade G.I. pipes complete with G.I. fittings including trenching and refilling etc. External Work 25 mm dia. nominal bore
400
196
78472
Providing and fixing medium grade G.I. pipes complete with G.I. fittings including trenching and refilling etc. External Work 40 mm dia. nominal bore
500
268
134430
Providing and fixing medium grade G.I. pipes complete with G.I. fittings including trenching and refilling etc. External Work 50 mm dia. nominal bore
2260
335
758569
Providing and fixing medium grade G.I. pipes complete with G.I. fittings including trenching and refilling etc. External Work 80 mm dia. nominal bore
190
550
104555.1
Providing and fixing medium grade G.I. pipes complete with G.I. fittings including trenching and refilling etc. External Work 100 mm dia. nominal bore
7300
758
5535298
Making connection of medium grade G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete 50 to 80 mm nominal bore
20
520
10402.8
Providing and fixing brass bib cock of approved quality 15 mm nominal bore
200
119
23940
Providing and fixing brass stop cock of approved quality 15 mm nominal bore
50
117
5851.5
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25 mm nominal bore
50
339
16987
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 50 mm nominal bore
14
819
11468.1
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 80 mm nominal bore
5
1819
9097.45
Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : upto 300 mm dia. 200 mm dia. pipe
50
2510
125547
Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. 150 mm dia (the tail pieces if required will be paid separately) Class II
5
7007
35036.6
Providing and fixing square-mouth S.W. gully trap grade 'A' complete with C.I. grating brick 66 masonry chamber with water tight C.I. cover with frame of 300x300mm size (inside) the weight of cover to be not less than 4.50kg and frame to be not less than 2.70kg as per standard design 100x100mm size P type With F.P.S. bricks class designation 75
50
1087
54365
Providing and laying non-pressure NP2 class (light 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 upto 800mm dia. 300mm dia. R.C.C. pipe
200
458
91798
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes including bends etc with 68 collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement: 2fine sand) including testing of joints etc. complete upto 800mm dia. 600mm dia. R.C.C. pipe
450
1050
472666.5
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 above 800mm dia. 1200mm dia. R.C.C. pipe
900
2964
2668248
Providing and fixing 110mm dia PVC soil, waste and vent pipes including jointing and cost of spun yarn and sand etc. complete
500
263
131515
Providing and fixing brackets comprising of aluminium painted standard steel clip and cast iron base for 110mm A.C. pipes, including cost of screws etc. and drilling of holes and making good the walls including cost of sand etc. complete
80
82
6595.2
Providing and fixing 110 mm PVC bend of the required degree with access door inclusive of 3mm thick bitumastic felt washer, bolts and nuts, complete, including jointing and cost of spun yarn and sand etc. complete
40
134
5378.4
Selection of suitable site for drilling bore well/tube well by electrical resistivity method for all diameters
10
871
8711.3
Drilling of bore well for specified depth in all types of soil and rock mechanically with all contractor's tools, plants, material and labour up to 75 meters For 150 mm dia
1500
207
311550
Drilling of bore well for specified depth in all types of soil and rock mechanically with all contractor's tools, plants, material and labour up to 75 meters Extra over 75m drilling for 150mm dia
1750
41
72695
Providing supplying, lowering and fixing in bore G.I.B Class perforated casing pipe 6 mm thickness up to specified depth below ground level with all contractor's tools, plants, material and labour etc. complete 150 mm internal pipe
200
1097
219492
Fabricating, supplying and installing stainless steel 3/4 seater benches with or without back rest of size and shape as per design and drawing approved by Engineer Incharge. Bench shall be manufactured from stainless steel 304 Grade with perforation made with turret punching machine and rolled on roller machine. 77 Steel to be either laser cut or water jet cut (no shearing). Polishing to be done with automatic polishing machines to give mirror polish. All parts to be connected with suitable CNC made connectors and counter sunk screws etc. - Welding to be done with suitable SS 304 Grade welding rods and treated with K-2 solution. Joints shall be finished ensuring that no welding marks are visible. Fixing at site should be done with suitable SS base plate and dash fasteners. Manufacturer shall submit maintenance manual and basic material test report for grade certification.
3000
492
1478730
Demolishing plain cement concrete including disposal of material within 50m lead 1:2:4 or richer mix with max. 20 mm coarse aggregate
1471
510
751004.34
Dismantling concrete kerb stones/rail level platform stones /concrete beams / slabs or similar light structural parts/ stones without appreciable damage including stacking
484
548
265595
Demolishing R.C.C. work including cutting and stacking of steel bars and disposal of unserviceable material within 50m lead. (Extra payment for scraping, cleaning and straightening of bars to be made separately)
540
744
402202.8
Extra over Item Nos. 181021 and 181050 if pavement breaker is used on orders of Engineer
1950
223
435708
Extra for scraping, cleaning, straightening reinforcement from R.C.C. or R.B. work
500
1
990
Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50m lead In cement mortar
200
431
86262
Demolishing stone rubble masonry including stacking of serviceable material and disposal of unserviceable material within 50m lead Dry masonry
50
181
9090.5
Demolishing stone rubble masonry including stacking of serviceable material and disposal of unserviceable material within 50m lead In cement mortar
3398
514
1748882.64
Dismantling stone slab flooring/ dado/skirting laid in cement mortar/ lime mortar including stacking of serviceable material and disposal of unserviceable material within 50m lead
4440
56
248728.8
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts in CC or masonry etc. complete and stacking within 50m lead
25
106
2663.25
Dismantling steel work and trusses upto 10m span and 5m height in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50m lead
10000
1
11900
Earth work in excavation for foundations and floors of the bridges, retaining walls etc., 89 including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. incl. all lift, disposal of surplus soil upto a lead of 300 M, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge All kinds of soils
27901
147
4104237.1
Earth work in excavation for foundations and floors of the bridges, retaining walls etc., 90 including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. incl. all lift, disposal of surplus soil upto a lead of 300 M, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge Ordinary rock
21775
207
4523320.75
Earth work in excavation for foundations and floors of the bridges, retaining walls etc., 91 including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. incl. all lift, disposal of surplus soil upto a lead of 300 M, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge Hard rock ( blasting prohibited )
10860
427
4640586.6
Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 40 mm 92 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
2223
1547
3441115.08
Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix Cement Concrete M35 grade (Cast - in Situ) using 20 mm graded crushed stone aggregate and 93 coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, Using Admixtures in recommended proportions ( as per IS 9103), if approved in Mix design to accelerate or retard setting of concrete and/or improve workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Payment for cement, reinforcement and shuttering shall be paid extra
1365
1940
2649096.45
Providing and laying in position machine mixed, machine vibrated and machine batched 94 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
3040
1940
5899819.2
Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix Cement Concrete M35 grade (Cast - in Situ) using 20 mm graded crushed stone aggregate and 95 coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 10 M from foundation top level, including finishing, Using Admixtures in recommended proportions ( as per IS 9103), if approved in Mix design to accelerate or retard setting of concrete and/or improve workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Payment for cement, reinforcement and shuttering shall be paid extra Wing wall and Return wall
15245
2134
32545026
Providing and laying in position machine mixed, machine vibrated and machine batched 96 Design Mix Cement Concrete M35 grade (Cast - in Situ) using 20 mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 10 M from foundation top level, including finishing, Using Admixtures in recommended proportions ( as per IS 9103), if approved in Mix design to accelerate or retard setting of concrete and/or improve workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Payment for cement, reinforcement and shuttering shall be paid extra Approach slab at formation level, Dirt wall/ ballast wall at formation level
306
2328
712637.28
Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix Cement Concrete M35 grade (Cast - in Situ) In Bottom/top slab, side walls, toe wall and sumps haunch filling head walls or any other component using 20 mm graded crushed stone aggregate and coarse sand of 97 approved quality of cast-in-situ RCC box of size upto 5 M (bigger inside dimension) including finishing, Admixtures in recommended proportions (as per IS 9103), if approved in Mix design, to accelerate, retard setting of concrete, improve workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. Payment for cement, reinforcement and shuttering shall be paid extra
3123
1940
6060899.79
Providing and laying in position machine mixed, machine vibrated and machine batched 98 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
41
1940
79569.93
Deduct if 40mm graded stone aggregate is used in place of 20mm graded stone aggregate in any grade of concrete. (Deduction to be made for quantity of concrete)
4405
-
-1790764.65
Centring and shuttering including strutting, propping etc. and removal of form for : Abutment, pier, wing walls and return walls
33730
227
7680321
Centring and shuttering including strutting, propping etc. and removal of form for : In Bottom/top slab, side walls, toe wall and sumps haunch filling head walls or any other component
6675
227
1519897.5
Drilling 32 mm dia holes for jacketing
1850
64
119269.5
Inserting of dowel bars of specified dia. (cost of rods to be paid extra)
1850
4
8861.5
Providing and laying Pitching with stone boulders weighing not less than 35 kg each with the 104 voids filled with spalls on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications (Filter media to be paid separately under the relevant item)
644
1036
667576.84
Providing and laying Flooring with rubble stone , laid over 15 cm thick CC 1:2:4 and the voids 105 filled with CC 1:2:4 complete with the joints pointed with 1:2 Cement sand mortar as per drawing and Technical specifications. Payment for cement to be done separately. Voids in the rubble stone to be taken as 35% of the gross volume of the stone layer. (Base concrete to be paid extra)
50
1613
80667.5
300 mm thick (average) Dry stone flooring with boulders of not less than 35 kg each in weight 106 , hand packed with surface levelled off to the correct section with hammer dressing as necessary on the ground including filling the gaps with quarry spalls and ordinary sand complete including the cost of supply of all materials, labour, lead, lift, tools, plants, crossing of tracks and the like as per drawing and technical specification as directed by Engineer
692
1002
694041.4
Painting the HFL and danger level marks, year of HFL on bridge abutments and piers with ready mixed paint as per standard in two coats over one coat of primer with all materials, labour, tools, scaffolding, all lead and lift etc including writing complete
10
109
1099.6
Providing cast in situ plaques for bridge foundations details of size 45x45x5 cm in cement 109 concrete 1:2:4 mix using 20mm hard stoneaggregate embedded in 30mm deep notch over abutment & piers, engraving the letters & figures with CM 1:3 and finished smoth including painting letters and figures with 2 coats of black enamel and plaque with white enamel with all labour, tools, cement, paint, curing, etc. as a complete job
14
518
7265.86
Providing Boulder backing behind wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulder/cobbles will be done extra
444
164
73046.88
Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and re-rolling the subgrade
15232
1
21477.12
Providing and laying Dense Bituminous concrete on prepared surface with specified graded stone aggregate for wearing course, mixing of bitumen, filler & stone aggregate in hot mix plant, transporting the 112 mixed material and laying with mechanical paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers, as per specification, to achieve the desired density and compaction but excluding cost of primer / tack coat 40 mm / 50mm compacted thickness with bitumen of grade 60/70 @ 6.5% and lime @ 3% by weight of total mix
694
8337
5786287.46
Local sand / pit sand/yamuna sand for filing purposes
3760
402
1513400
Stone Boulder Weighing minimum 35 Kg Each
444
575
255300
"Providing and spreading moorum for platforms /approach roads / circulating areas with locally available moorum of approved quality upto a thickness as specified by the Engineer, including spreading in 1 layers of about 200mm thick (in loose) levelling, sectioning to profile, watering and compacting the layers using mechanical compaction equipment with all lead and lift, royalty, etc, complete as per specifications and as directed by the Engineer-in-charge. Note : The quantity will be calculated and paid for based on cross sections of finished profile of bank. Moorum should be approved by AXEN/XEN before using.
17700
236
4177200
Fabrication and erection of rail type barricades along the OEM lines in position using 50R/90R/52Kg rails supplied by Railway at Depot duly excavating the pits of size 450x450x600mm for erection of rail posts of required height in the correct alignment including loading, transportation, unloading of rails from the 2 Depot to site of work, embedding in concrete 1:3:6 using 40mm size hard stone aggregate including cutting, drilling of holes to rails and connecting horizontal rails to the vertical posts with Contractor's bolts and clamps duly painting two coats of primer coat of approved quality as per drawing with Contractor's materials, including cost of cement, labour, tools, plant & machinery with all lead & lifts and cutting etc., as per specifications and as directed by the Engineer-in-charge.
110
3839
422290
Cutting of grooves 5mm wide 12mm deep in concrete / brick work with mechanised diamond 3 wheel to create stress release joints in concrete for expansion and contraction in concrete and filling of grooves with sikaflex polyurethene sealant, including cost of material, one coat of primer, with all contractor's tools, plants, materials, labour etc., complete as per specifications and as directed by the Engineer-in-charge.
7600
224
1702400
"Providing and laying reinforced cement concrete M 25 grade for staging of GRP over head water tank in columns, beams, bracings and slabs etc., above ground level by using 20mm max. size graded hard 5 granite stone aggregate of approved quality including cost and conveyance of all material with all lead and lift including form work, centering, staging, scaffolding, curing etc., with all contractor's material (excluding the cost of cement, steel & cost of placement of steel), labour, tools, plants, tackles etc., complete as per specifications and as directed by the Engineer-in-charge (minimum cement 300 kgs/Cum). Note: Cost of the reinforcement steel and cement will be paid under relevant item." b) above 6 m and upto 16m height.
140
7418
1038520
Supplying and fixing of 6mm multi wall poly-carbonate sheets of approved quality, colour & 6 shade to existing steel structures, including anodized aluminium cover beading, with neoprene rubber base to ensure water tightness, with bolts, nuts, including silicon sealant of standard make in joints etc., complete including all lead, lift, labour, materials, tools, plants etc., as per specifications, design, drawings and as directed by the Engineer-in-charge.
1746
1573
2746458
Supplying, laying and jointing in trenches / above ground level, medium grade Galvanized mild Steel tubes including bends, tees, reducers, tail pieces etc., at required locations of standard make like 7 TATA, Zenith, Jindal, etc., confirming to IS 1239 Specifications including cutting, threading and with required tube fittings with all contractor's materials, tools, Plant, labour, all leads and lifts etc., including earthwork in excavation for trenches, refilling the same after laying and testing of joints complete as directed by the Engineer-in-charge at site. a) 150 mm dia.
2220
2136
4741920
Supply and errection and commissioning of 5HP (3Phase) 10 Stages submersible pump set 8 along with suitable control panel comprising of Voltameter 0-500V, Ammeter 0-30x pilot lamps DOL starter, water level guard of L&T or any ISI brand for all the equipment connected with 3 core flat cable 2.5Sq.mm - 100metre long duly fixing the panel board in a steel box fixed to existing rail post with all contractor's materials, tools, labour, equipment, with all lead and lift etc., as per specifications and as directed by the Engineer-in-charge.
10
33637
336370
Providing and fixing 2" dia GI pipes medium grade (B-class) for launching of pumpset in the 9 existing bore well to required depth in max. lengths of 10' each with suitable couplers, two sets of GI clamps etc., with all contractor's materials, labour, tools, equipment, with all lead and lift etc., complete as per specifications and as directed by the Engineer-in-charge.
1000
360
360000
Supply, erection & commissioning of hot pressed moulded thermosetting glass fibre 10 reinforced polyster resin (GRP) sectional water storage tanks confirming to I.S. 14399 (part-I) on Railways existing staging/roof top with all contractor's accessories like external bracings, L-brackets, manhole panel assembly, material, labour, tools, plant, lead and lift etc., complete as per specifications and as directed by the Engineer-in-charge for tanks of height 1.00 m for a capacity up to 15,000 Ltrs.
400000
17
6880000
Fabricating and fixing released rails duly providing MS plate of size 300x150mm of 8 mm 11 thick, one at top and second at the bottom of rail duly welding and fixing in position using Railways rails and with all contractor's materials, labour, tools, plant, machinery, consumbles, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge.
1740
136
236640
Supplying and fixing mild steel flat clamp ( M.S. clamps ) of size 40x6 mm to fix the G.I. pipe 12 150mm dia over rail post in position duly bent to shape and providing with required bolts, nuts and washers properly with all contractor's materials, labour, tools, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge.
1740
136
236640
Supplying & fixing Audco slim seated butterfly valves of 50mm dia with ISI mark and make marked by L&T Ltd., with all contractor's materials, tools, plant, taxes etc., with accessories including plugs etc., complete with all lead and lifts. The work should be carried out as per the instructions of Engineer-in-charge.
1740
2950
5133000
Supplying and fixing with nuts and bolts, washer 100mm GI bend 90 degree medium grade confirm to IS and IS 1239-1992 Part-II with all contractor's materials, labour, tools, lead and lift etc., complete and as directed by the Engineer-in-charge.
20
1162
23240
Supplying and fixing 100 mm dia GI flange non-radius medium grade confirm to IS 1239-1992 Part-II with all contractor's materials, labour, tools, lead and lift etc., complete and as directed by the Engineer-in- charge.
300
381
114300
Welding all round GI TEE of 100mm dia, flanges, bends etc., provided in pit line both ends 17 neatly and properly and wherever required welding neatly and properly without leakages with all contractor's materials, labour, tools, lead, lift, machinery like welding plant, D.G. set, electrodes etc., complete and as directed by the Engineer-in-charge.
1740
223
388020
Preparation and submission of Completion drawings of Major / Minor bridges showing plan, elevation, section, notes and other relevant particulars to appropriate scale as per Railway Engineering code, 18 prepared in AUTO CAD on 75 Micron thickness film, including submission of check print for proof check, to incorporate corrections and modifications as suggested by the Railway administration. Showing the exg. particulars in Indian ink and completed in Red ink as per the details given by Railways, with contractor's materials, labour, tools, plant etc., in the following sizes as per special conditions and as directed by the Engineer-in-charge. c) A-0 size and size between A1 and A0.
7
4400
30800
Labour assistance for SSE/JE in day to day works ie., checking the curves/straight alignment of formation, levels etc., Marking for bridges, buildings, platforms, drians etc., carrying the tools & equipment etc., during the course of execution of work as per the instructions of concerned SSE/JE. a) Un skilled
600
558
334800
Labour assistance for SSE/JE in day to day works ie., checking the curves/straight alignment 20 of formation, levels etc., Marking for bridges, buildings, platforms, drians etc., carrying the tools & equipment etc., during the course of execution of work as per the instructions of concerned SSE/JE. b) semi skilled/unskilled supervisor.
800
617
493600
Labour assistance for SSE/JE in day to day works ie., checking the curves/straight alignment of formation, levels etc., Marking for bridges, buildings, platforms, drians etc., carrying the tools & equipment etc., during the course of execution of work as per the instructions of concerned SSE/JE. c) skilled clerical
1200
679
814800
Fabricating, supplying and fixing of STOP boards made of retro-reflective high density grade sheet of thickness 0.20 to 0.30mm made from smooth, hard and corrosion resistant aluminium sheet the gauge conforming to specifications, guidelines by RDSO/ Lucknow and as per relevant para/annexure of IRPWM/ IRCA and sketch of Indian Railways wherever applicable, using heat lamp vaccume/pressure application method, along with back support of 25x25x3mm angle iron including fixing the warning boards to MS post (angle) of size 22 65x65x6mm including painting on back side of the board and the MS post as per specifications and installation of boards at site using CC 1:2:4 mix duly excavation with foundation of size 300x 300x 600mm with all lead and lift, loading and unloading, transporting, crossing of tracks, incidental charges with contractor's own labour, materials, tools, plant, consumables, stores, paints etc., complete and as directed by the Engineer-in-charge. Note : i) The Retro-Reflective boards shall conform to the relevant specifications. ii) The rates provided are inclusive of cost of O.P. cement required for the work. iii) Incase Railways decide for non-fixing of boards with concrete foundation due to reasons whatsoever an amount of Rs.350/- will be deducted for each board.
4
4536
18144
Fabricating, supplying and fixing with concrete foundation of Caution indicator boards as per standard drawing made of retro-reflective high density grade sheet of 0.20 to 0.30 mm thick board made from smooth, hard and corrossion resistant aluminium sheet the gauge conforming to the specifications, outlines by RDSO / Lucknow and as per relevant para / annexure of IRPWM wherever applicable, using pressure sensitive adhesive the aggressive - tack type requiring no heat / heat applied heat-vacuum applicator method, along with 24 back support of 25mm x 25mm x 3mm angle iron including fixing the warning boards to MS post (angle) of size 50x50x6mm including painting on back side of the board and the MS post as per the sketch and specifications with all lead and lift, loading and unloading, transporting, crossing of tracks incidental charges with Contractor's own labour, materials, tools, plant, consumable stores, paints etc., as directed by the Engineer-in-charge. Note : i) The Retro-Reflective boards shall conform to the relevant specifications. ii) The rates provided are inclusive of cost of O.P. cement required for the work. iii) Incase Railways decide for non-fixing of boards with concrete foundation due to reasons whatsoever an amount of Rs.350/- will be deducted for each board.
4
4113
16452
Fabricating, supplying and fixing with concrete foundation of Termination indicator boards (T/P and T/G) as per standard drawing made of retro-reflective high density grade sheet of 0.20 to 0.30 mm thick board made from smooth, hard and corrossion resistant aluminium sheet the gauge conforming to the specifications, outlines by RDSO/Lucknow and as per relevant para / annexure of IRPWM wherever applicable, using pressure sensitive adhesive the aggressive - tack type requiring no heat / heat applied heat-vacuum 25 applicator method, along with back support of 25mm x 25mm x 6mm angle iron including fixing the warning boards to MS post (angle) of size 50x50x6mm including painting on back side of the board and the MS post as per the sketch and specifications with all lead and lift, loading and unloading, transporting, crossing of tracks incidental charges with Contractor's own labour, materials, tools, plant, consumable stores, paints etc., as directed by the Engineer-in-charge. Note : i) The Retro-Reflective boards shall conform to the relevant specifications. ii) The rates provided are inclusive of cost of O.P. cement required for the work. iii) Incase Railways decide for non-fixing of boards with concrete foundation due to reasons whatsoever an amount of Rs.350/- will be deducted for each board.
4
5903
23612
Fabricating, supplying and fixing with concrete foundation of Speed indicator boards as per standard drawing made of retro-reflective high density grade sheet of 0.20 to 0.30 mm thick board made from smooth, hard and corrossion resistant aluminium sheet the gauge conforming to the specifications, outlines by RDSO / Lucknow and as per relevant para / annexure of IRPWM wherever applicable, using pressure sensitive adhesive the aggressive - tack type requiring no heat / heat applied heat-vacuum applicator method, along with 26 back support of 25mm x 25mm x 3mm angle iron including fixing the warning boards to MS post (angle) of size 50x50x6mm including painting on back side of the board and the MS post as per the sketch and specifications with all lead and lift, loading and unloading, transporting, crossing of tracks incidental charges with Contractor's own labour, materials, tools, plant, consumable stores, paints etc., as directed by the Engineer-in-charge. Note : i) The Retro-Reflective boards shall conform to the relevant specifications. ii) The rates provided are inclusive of cost of O.P. cement required for the work. iii) Incase Railways decide for non-fixing of boards with concrete foundation due to reasons whatsoever an amount of Rs.350/- will be deducted for each board.
4
3796
15184
Manufacturing, supplying and fixing in position Station Name Boards of size 2.4 x 1.55m made up frame with 40 x 40 x 6mm angle on both sides 2mm thick MS sheet welded alround the frame 8mm thick 27 plate welded with cross gussets 6mm MS plate welded to 8mm plate as shown in approved drawing, fixing with 150mm dia CR pipe vertical with top corner 300 mm radius curve as approved design specified by the Engineer- in-charge with all Contractor's materials, labour, tools, plant, all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge.
12
15405
184860
Supply and using cement at worksite : OPC 53 grade
18353
4600
84423800
Supplying Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. High yield strength deformed bars
2839240
50
144119822.4
Structural steel work in single section including cutting, bending, straightening, drilling, rivetting, bolting, hoisting, fixing in position, including applying a priming coat of approved steel primer, complete - upto 6m height above GL In RSJ, tees, angles and channels
2000
61
122380
Structural steel work in single section including cutting, bending, straightening, drilling, rivetting, bolting, hoisting, fixing in position, including applying a priming coat of approved steel primer, complete - upto 6m height above GL In flats, plates, round or square bars
1000
61
61120
Structural steel work riveted or bolted in built up sections, trusses and framed work, girders, 4 staging, racks etc including cutting, bending, straightening, drilling, rivetting, bolting, hoisting, fixing in position including applying a priming coat of a approved steel primer complete - upto 6m height above GL In RSJ, tees, angles and channels
12570
65
823712.1
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 In RSJ, tees, angles and channels
102650
80
8212000
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 In flats, plates , round or square bars
8250
78
646800
Earthwork in cutting (Classified) in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, machine and materials and removing & leading all cut spoils either to make spoil dumps beyond 10m. from cutting edge or for filling in embankment with 1 all leads within the section limit, lifts, ascent, descent, loading, unloading, all taxes/royalty, clearance of site and all incidental charges, bailing & pumping out water if required, etc., complete as per directions of the Engineer-in- Charge. The work is to be executed as per Latest / updated edition of "Guidelines for Earthwork in Railway Projects" issued by RDSO, Lucknow. Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Special conditions of contract In all conditions and classifications of soil except rock
162000
140
22744800
Earthwork in cutting (Classified) in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to 2 obtain a neat appearance to standard profile inclusive of all labour, machine and materials and removing & leading all cut spoils either to make spoil dumps beyond 10m. from cutting edge or for filling in embankment with all leads within the section limit, lifts, ascent, descent, loading, unloading, all taxes/royalty, clearance of site and all incidental charges, bailing & pumping out water if required, etc., complete as per directions of the Engineer-in- Charge. The work is to be executed as per Latest / updated edition of "Guidelines for Earthwork in Railway Projects" issued by RDSO, Lucknow. Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Special conditions of contract Soft rock not requiring blasting in all Conditions
101000
211
21356450
Earthwork in cutting (Classified) in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, machine and materials and removing & leading all cut spoils either to make spoil dumps beyond 10m. from cutting edge or for filling in embankment with 3 all leads within the section limit, lifts, ascent, descent, loading, unloading, all taxes/royalty, clearance of site and all incidental charges, bailing & pumping out water if required, etc., complete as per directions of the Engineer-in- Charge. The work is to be executed as per Latest / updated edition of "Guidelines for Earthwork in Railway Projects" issued by RDSO, Lucknow. Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Special conditions of contract In rock and very hard rock with hammer / chisel / pavement breaker etc. where blasting is not permitted due to special circumstances and if specifically ordered in writing incl. drilling and all incidental work in all conditions
43000
457
19663900
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 4 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
8000
164
1318720
Extra for mechanical compaction of earth/blanketing material filled in embankment with 5 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
31740
13
433885.8
Transportation (excluding loading and unloading) of BG 60 Kg/52 Kg. / 90 R free rails / cut panels including switches, crossings, check rails, other similar materials etc., by Contractor's road vehicles from 2 any station/depot to site of work as per TP wise requirement in every TP sufficiently without obstructing the works under construction with all contractor's vehicles, crew, fuel and other consumables, labour, tools, all lead and lifts etc., complete and as directed by the Engineer-in-charge. a)Leads from 0 KM and Upto 50KMs. "Note : i) For the purpose of payment, lead will be calculated along the shortest practicable road route (ie., National Highway / State Highway / Major district roads in the order).
2475
11
27819
Transportation (excluding loading and unloading) of BG 60 Kg/52 Kg. / 90 R free rails / cut panels including switches, crossings, check rails, other similar materials etc., by Contractor's road vehicles from 3 any station/depot to site of work as per TP wise requirement in every TP sufficiently without obstructing the works under construction with all contractor's vehicles, crew, fuel and other consumables, labour, tools, all lead and lifts etc., complete and as directed by the Engineer-in-charge. (b)Leads beyond 50 KM and Upto 100 KMs. "Note : i) For the purpose of payment, lead will be calculated along the shortest practicable road route (ie., National Highway / State Highway / Major district roads in the order).
26400
5
140712
Transportation (excluding loading and unloading) of BG 60 Kg/52 Kg. / 90 R free rails / cut panels including switches, crossings, check rails, other similar materials etc., by Contractor's road vehicles from 4 any station/depot to site of work as per TP wise requirement in every TP sufficiently without obstructing the works under construction with all contractor's vehicles, crew, fuel and other consumables, labour, tools, all lead and lifts etc., complete and as directed by the Engineer-in-charge. (c)Leads beyond 100 KM and Upto 200 KMs. "Note : i) For the purpose of payment, lead will be calculated along the shortest practicable road route (ie., National Highway / State Highway / Major district roads in the order).
66000
3
254100
Transportation (excluding loading and unloading) of BG 60 Kg/52 Kg. / 90 R free rails / cut panels including switches, crossings, check rails, other similar materials etc., by Contractor's road vehicles from 5 any station/depot to site of work as per TP wise requirement in every TP sufficiently without obstructing the works under construction with all contractor's vehicles, crew, fuel and other consumables, labour, tools, all lead and lifts etc., complete and as directed by the Engineer-in-charge . (d)Leads beyond 200 KMs and Upto 300 KMs. "Note : i) For the purpose of payment, lead will be calculated along the shortest practicable road route (ie., National Highway / State Highway / Major district roads in the order).
108900
3
355014
Transportation (excluding loading and unloading) of BG 60 Kg/52 Kg. / 90 R free rails / cut panels including switches, crossings, check rails, other similar materials etc., by Contractor's road vehicles from 6 any station/depot to site of work as per TP wise requirement in every TP sufficiently without obstructing the works under construction with all contractor's vehicles, crew, fuel and other consumables, labour, tools, all lead and lifts etc., complete and as directed by the Engineer-in-charge. (e)Leads beyond 300 KMs and Upto 400 KMs. "Note : i) For the purpose of payment, lead will be calculated along the shortest practicable road route (ie., National Highway / State Highway / Major district roads in the order).
105600
3
317856
Transportation (excluding loading and unloading) of BG 60 Kg/52 Kg. / 90 R free rails / cut panels including switches, crossings, check rails, other similar materials etc., by Contractor's road vehicles from 7 any station/depot to site of work as per TP wise requirement in every TP sufficiently without obstructing the works under construction with all contractor's vehicles, crew, fuel and other consumables, labour, tools, all lead and lifts etc., complete and as directed by the Engineer-in-charge. f)Leads beyond 400 kms and upto 500 kms. "Note : i) For the purpose of payment, lead will be calculated along the shortest practicable road route (ie., National Highway / State Highway / Major district roads in the order).
66000
2
188760
Transportation (excluding loading and unloading) of BG 60 Kg/52 Kg. / 90 R free rails / cut panels including switches, crossings, check rails, other similar materials etc., by Contractor's road vehicles from 8 any station/depot to site of work as per TP wise requirement in every TP sufficiently without obstructing the works under construction with all contractor's vehicles, crew, fuel and other consumables, labour, tools, all lead and lifts etc., complete and as directed by the Engineer-in-charge. (g)Leads beyond 500 KMs and Upto 600 KMs. "Note : i) For the purpose of payment, lead will be calculated along the shortest practicable road route (ie., National Highway / State Highway / Major district roads in the order).
59400
2
164538
Transportation (excluding loading and unloading) of BG 60 Kg/52 Kg. / 90 R free rails / cut panels including switches, crossings, check rails, other similar materials etc., by Contractor's road vehicles from 9 any station/depot to site of work as per TP wise requirement in every TP sufficiently without obstructing the works under construction with all contractor's vehicles, crew, fuel and other consumables, labour, tools, all lead and lifts etc., complete and as directed by the Engineer-in-charge(h)Leads beyond 600 KMs and Upto700 KMs. Note: i) For the purpose of payment, lead will be calculated along the shortest practicable road route ie., National Highway / State Highway / Major district roads in the order.
46200
2
125202
Transportation (excluding loading and unloading) of BG 60 Kg/52 Kg. / 90 R free rails / cut panels including switches, crossings, check rails, other similar materials etc., by Contractor's road vehicles from 10 any station/depot to site of work as per TP wise requirement in every TP sufficiently without obstructing the works under construction with all contractor's vehicles, crew, fuel and other consumables, labour, tools, all lead and lifts etc., complete and as directed by the Engineer-in-charge. (i)Leads beyond 700 KMs and Upto 800 KMs.Note: i) For the purpose of payment, lead will be calculated along the shortest practicable road route ie., National Highway / State Highway / Major district roads in the order.
39600
2
105732
loading of BG 60kg/52kg/90 R free Rails /cut panels including switches ,crossings check rails 12 other similar material etc. in to contractor's road vehicles/BG BFR's /Wagons including leading the pway material from existing stacks to loading point up to 200 m lead by crossing tracks/platforms loading into contractors vehicles at stations/depot or along the alignment with all contactor's labour, tools, plant ,equipment with all lead and lift ,rehandling if any etc., complete as directed by the Engineer-in-charge.
1650
47
78375
Unloading of BG 60 Kg./52 kg./90 R free rails/ cut panels, including switches, crossings, check 13 rails other similar materials etc., from contractors Road vehicles / Railway BFRs / Wagons within station yard limits including leading the unloaded rails/panels upto 150m with out infringing the running track/trains/proposed alignment using approved method of unloading with all Contractor's labour, tools, plant & equipment with all lead and lifts, rehandlings if any etc., complete as directed by the Engineer-in-charge.
1650
44
72600
Transportation (excluding loading and unloading) of BG 60 Kg./52 Kg. PSC mono block sleepers, turnout sleepers or any other similar materials by contractor's road vehicles from any sleeper factory / 14 yard premises / along the alignment / depot to site of work as per TP wise requiement in every TP sufficiently with out obstructing the works under construction with all contractor's vehicles, crew, fuel and other consumables, labour, tools, all lead and lifts etc., complete and as directed by the Engineer-in-charge. (a)Leads from 0 KMs and upto 50 KMs
5850
7
45864
Transportation (excluding loading and unloading) of BG 60 Kg./52 Kg. PSC mono block sleepers, turnout sleepers or any other similar materials by contractor's road vehicles from any sleeper factory / 15 yard premises / along the alignment / depot to site of work as per TP wise requiement in every TP sufficiently with out obstructing the works under construction with all contractor's vehicles, crew, fuel and other consumables, labour, tools, all lead and lifts etc., complete and as directed by the Engineer-in-charge(b)Leads beyond 50 KMs and upto 100 KMs
39000
3
155610
Transportation (excluding loading and unloading) of BG 60 Kg./52 Kg. PSC mono block sleepers, turnout sleepers or any other similar materials by contractor's road vehicles from any sleeper factory / 16 yard premises / along the alignment / depot to site of work as per TP wise requiement in every TP sufficiently with out obstructing the works under construction with all contractor's vehicles, crew, fuel and other consumables, labour, tools, all lead and lifts etc., complete and as directed by the Engineer-in-charge(c)Leads beyond 100 KMs and upto 200 KMs
156000
3
472680
Transportation (excluding loading and unloading) of BG 60 Kg./52 Kg. PSC mono block sleepers, turnout sleepers or any other similar materials by contractor's road vehicles from any sleeper factory / 17 yard premises / along the alignment / depot to site of work as per TP wise requiement in every TP sufficiently with out obstructing the works under construction with all contractor's vehicles, crew, fuel and other consumables, labour, tools, all lead and lifts etc., complete and as directed by the Engineer-in-charged)Leads beyond 200 KMs and upto 300 KMs
351000
2
930150
Transportation (excluding loading and unloading) of BG 60 Kg./52 Kg. PSC mono block sleepers, turnout sleepers or any other similar materials by contractor's road vehicles from any sleeper factory / 18 yard premises / along the alignment / depot to site of work as per TP wise requiement in every TP sufficiently with out obstructing the works under construction with all contractor's vehicles, crew, fuel and other consumables, labour, tools, all lead and lifts etc., complete and as directed by the Engineer-in-charge e)Leads beyond 300 KMs and upto 400 KMs
234000
2
580320
Transportation (excluding loading and unloading) of BG 60 Kg./52 Kg. PSC mono block sleepers, turnout sleepers or any other similar materials by contractor's road vehicles from any sleeper factory / 19 yard premises / along the alignment / depot to site of work as per TP wise requiement in every TP sufficiently with out obstructing the works under construction with all contractor's vehicles, crew, fuel and other consumables, labour, tools, all lead and lifts etc., complete and as directed by the Engineer-in-chargef)Leads beyond 400 KMs and upto 500 KMs
136500
2
326235
Transportation (excluding loading and unloading) of BG 60 Kg./52 Kg. PSC mono block sleepers, turnout sleepers or any other similar materials by contractor's road vehicles from any sleeper factory / 20 yard premises / along the alignment / depot to site of work as per TP wise requiement in every TP sufficiently with out obstructing the works under construction with all contractor's vehicles, crew, fuel and other consumables, labour, tools, all lead and lifts etc., complete and as directed by the Engineer-in-chargeg)Leads beyond 500 KMs and upto 600 KMs
140400
2
327132
Transportation (excluding loading and unloading) of BG 60 Kg./52 Kg. PSC mono block sleepers, turnout sleepers or any other similar materials by contractor's road vehicles from any sleeper factory / 21 yard premises / along the alignment / depot to site of work as per TP wise requiement in every TP sufficiently with out obstructing the works under construction with all contractor's vehicles, crew, fuel and other consumables, labour, tools, all lead and lifts etc., complete and as directed by the Engineer-in-charge h)Leads beyond 600 KMs and upto 700 KMs
109200
2
250068
Transportation (excluding loading and unloading) of BG 60 Kg./52 Kg. PSC mono block sleepers, turnout sleepers or any other similar materials by contractor's road vehicles from any sleeper factory / 22 yard premises / along the alignment / depot to site of work as per TP wise requiement in every TP sufficiently with out obstructing the works under construction with all contractor's vehicles, crew, fuel and other consumables, labour, tools, all lead and lifts etc., complete and as directed by the Engineer-in-charge i)Leads beyond 700 KMs and upto 800 KMs
93600
2
211536
Transportation (excluding loading and unloading) of BG 60 Kg./52 Kg. PSC mono block sleepers, turnout sleepers or any other similar materials by contractor's road vehicles from any sleeper factory / yard premises / along the alignment / depot to site of work as per TP wise requiement in every TP sufficiently with 23 out obstructing the works under construction with all contractor's vehicles, crew, fuel and other consumables, labour, tools, all lead and lifts etc., complete and as directed by the Engineer-in-charge j)Leads beyond 800 KMs and upto 1200 KMs Note: i) For the purpose of payment, lead will be calculated along the shortest practicable road route ie., National Highway / State Highway / Major district roads in the order. ii) Variation clause will apply over the combined value item No. (a) to (j) above. iii) Loading into contractor's vehicles at Factory premises will be done by factory authorities.
78000
2
166140
Loading the BG 60 Kg/52 Kg PSC mono block Sleepers,turnout sleepers or any other similar materials into contractor's vehicles/BG BFRS/ Wagons (open/Covered) using contractor's cranes with out causing 24 any damage to the sleepers in layers including leading from existing stacks available along the alignment or at Depot to loading point upto a lead of 200 M by crossing of track if any with all contractor's labour, tools, machinery, all lead and lifts and making any temporary arrangement if any complete as directed by the Engineer- in-charge
6500
11
72800
Unloading of BG 60 Kg./52 kg. PSC mono block sleepers turnout sleepers or any other similar materials from contractors road vehicles/BG BFRS/Wagons (open/Covered) using contractor's crane at stations 25 or along the alignment at specified locations with a lead up to 150 m without causing any damage to the sleepers and keeping the unloaded sleepers with out causing any infringement to the running track/ trains/ proposed formation with all Contractor's labour, tools, machinery, all lead and lifts, rehandlings if any and making temporary arrangement if any complete as directed by the Engineer-in-charge
13000
10
139360
Loading of P.Way fastenings and other similar materials (Other than Rails, crossings, 26 switches and PSC sleepers) on to (Railways / Contractor) Road vehicles/BG/MG BFRs /wagons (open/covered) and stacking neatly on/in the above mentioned vehicles at any of the stations or in mid sections nominated including leading upto 200m lead, crossing of tracks if any with contractor's labour, tools, plant, all leads, lifts, etc., complete as per specifications and as directed by the Engineer-in-charge.
150
43
6480
Unloading of P.Way fastenings and other similar materials (Other than Rails, crossings, 27 switches and PSC sleepers) from (Railways/Contractor) road vehicles/ BG/ MG BFRs/ Wagons (open /Covered) at the station yards/mid sections, leading upto stacking point and stacking at nominated places with in a lead of 150m including crossing of tracks if any with contractor's labour, tools, plant, all leads, lifts, etc., complete as per specifications and as directed by the Engineer-in-charge.
150
37
5670
Handling and leading of BG PSC sleepers with hooks, clamps, crow bars clutches etc., 28 dragging the sleepers to required location from the place of unloading in the yard to the required locations of work site beyond 200 M and upto a lead of 1000 M maximum, with all contractor's labour, tools, etc., including crossing of tracks etc., and as directed by the Engineer-in-charge.
11500
26
299000
Transportation of leftover BG P.Way materials available on cess / slopes of the embankment to the nearest stations /Depots/manned LC gate by contractor's vehicles, including leading the materials to 29 loading points, loading on to contractor's vehicles, transportation and unloading the materials from contractor's vehicles, at stations/ depots and stacking the same at nominated places as material-wise and classification-wise with contractor's vehicles, crew, other consumables, labour, tools, with all leads and lifts by crossing the track if any etc.,complete as per specifications and as directed by the Engineer-in-charge. (a)BG 52 Kg./ 90R rails.
200
238
47600
Transportation of leftover BG P.Way materials available on cess / slopes of the embankment to the nearest stations /Depots/manned LC gate by contractor's vehicles, including leading the materials to 30 loading points, loading on to contractor's vehicles, transportation and unloading the materials from contractor's vehicles, at stations/ depots and stacking the same at nominated places as material-wise and classification-wise with contractor's vehicles, crew, other consumables, labour, tools, with all leads and lifts by crossing the track if any etc.,complete as per specifications and as directed by the Engineer-in-charge. b)BG PSC Sleepers.
600
234
140400
Leading the free rails, Switches, Crossings and other similar mateirals available in the yard by 31 Railway's dip lorries or by any other contractor's means upto 1 km lead and keeping at loading point to facilitate loading to the road trailers/ BG BFRs complete with contractor's labour, tools, plant, all lead and lift etc., complete protecting the track with contractor's flag man etc., as per specifications and as directed by the Engineer-in- charge.
300
54
16200
Leading free rails from available locations to the required places by deploying, required 32 cranes for loading rails into trailers and leading the same with trailers as per below mentioned leads beyond initial lead of 200m and unloading the rails with all contractor's labour, tools, equipment, plant & machinery, vehicles and consumables etc.,as per specifications and as directed by the Engineer-in-charge a)Beyond 200m and upto 1 km.
200
133
26600
Leading free rails from available locations to the required places by deploying, required 33 cranes for loading rails into trailers and leading the same with trailers as per below mentioned leads beyond initial lead of 200m and unloading the rails with all contractor's labour, tools, equipment, plant & machinery, vehicles and consumables etc.,as per specifications and as directed by the Engineer-in-chargeb)Beyond 1 km and upto 3 kms.
100
147
14700
Leading free rails from available locations to the required places by deploying, required 34 cranes for loading rails into trailers and leading the same with trailers as per below mentioned leads beyond initial lead of 200m and unloading the rails with all contractor's labour, tools, equipment, plant & machinery, vehicles and consumables etc.,as per specifications and as directed by the Engineer-in-charge c)Beyond 3 km and upto 5 kms.
50
166
8300
Cutting 60 Kg./52 Kg./90R Rails in LWR/SWR released panels available on the cess or on 35 slopes o embankment at any sections or in yards into free rails by gas cutting with Contractor's labour, tools, plant, consumables, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in- charge.
500
30
15000
Leading and laying the BG PSC/Wooden/ST sleepers available along the alignment with in the station yard limits or at near by locations from the stacks upto a lead of 200 M at the required rate (M+4 and 36 above sleeper density) in main lines/loop lines/crossovers by maintaining required centre to centre spacing of on straight / curve alignment with contractor's labour, tools, plant, machinery, all lead and lifts etc., including crossing of tracks/ platforms if any complete as per specifications and as directed by the Engineer-in-charge. Note : Sleepers are to be lead from existing stacks in yard limits or near by locations from the existing stacks by crossing of tracks/ platforms upto 200 m lead. Per Track
11500
44
506000
Leading the PSC Turnout sleepers from unloaded locations within / outside the yard limits to 38 the specified Location of Points & Crossings due to non-availability of path at that locations and leading the materials by any means to nominated places under traffic conditions up to a maximum lead of 1000 M with all contractor's labour, tools, with all lead and lifts, crossing of track etc., complete as directed by the Engineer-in- charge. a)1 in 12 P&C sleepers.
2
4689
9378
Leading the PSC Turnout sleepers from unloaded locations within / outside the yard limits to 39 the specified Location of Points & Crossings due to non-availability of path at that locations and leading the materials by any means to nominated places under traffic conditions up to a maximum lead of 1000 M with all contractor's labour, tools, with all lead and lifts, crossing of track etc., complete as directed by the Engineer-in- chargeb)1 in 8 1/2 P&C sleepers.
11
3933
43263
Leading the PSC Turnout sleepers from unloaded locations within / outside the yard limits to 40 the specified Location of Points & Crossings due to non-availability of path at that locations and leading the materials by any means to nominated places under traffic conditions up to a maximum lead of 1000 M with all contractor's labour, tools, with all lead and lifts, crossing of track etc., complete as directed by the Engineer-in- chargec)Trap switch sleepers.
12
1967
23604
Laying the BG PSC LH/RH turnouts at specified locations by spreading fan shaped PSC crossing sleepers at specified spacings and fixing Tongue rails, stock rails, lead rails and crossings with rubber pads, liners and all fastenings to gauge of 1676mm to the RDSO Drgs. by leading the rails, switches, crossings 41 available within station yard limits and transportation of Pway fittings from within yard limits including loading and unloading to site of work and connecting the turnout on both sides to the adjacent lines by lubricating the fish plates with Contractor's grease, graphite and oil including levelling, gauging, aligning and joining the ends as per IRPWM with all contractor's labour, tools, plant, machinery, with all lead and lifts, rehandlings, crossing of tracks if any etc., complete as per specifications and as directed by the Engineer-in-charge. b)BG 60 Kg./52 Kg. 1 in 12 PSC RH/LH Turnouts
2
28600
57200
Laying the BG PSC LH/RH turnouts at specified locations by spreading fan shaped PSC crossing sleepers at specified spacings and fixing Tongue rails, stock rails, lead rails and crossings with rubber pads, liners and all fastenings to gauge of 1676mm to the RDSO Drgs. by leading the rails, switches, crossings available within station yard limits and transportation of P-way fittings from within yard limits including loading and unloading to site of work and connecting the turnout on both sides to the adjacent lines by lubricating the fish plates with Contractor's grease, graphite and oil including levelling, gauging, aligning and joining the ends as per 42 IRPWM with all contractor's labour, tools, plant, machinery, with all lead and lifts, rehandlings, crossing of tracks if any etc., complete as per specifications and as directed by the Engineer-in-charge. c)BG 60 Kg./52 Kg. 1 in 8 1/2 PSC RH/LH Turnouts Note: i)Cutting of Rails to make Lead Rails of required length and drilling of holes will be paid separately under relevant items.ii) Contractor has to lead and handle the switches, crossings, lead rails, PSC/Wooden/ST special size sleepers available in yard limits including crossing of tracks/platforms if any and assemble the points and crossings and rate provided is inclusive of this element of work.iii) P-way fittings required like MS liners, bolts, rubber pads, etc., shall be supplied by railway at DSK/C/depot or station yard premises. Contractor shall lead them to the site of work with contractor's vehicles, labour,tools etc., including all leads. The rate provided is also inclusive of these elements of work and nothing will be paid extra.
11
17406
191466
Laying the BG PSC LH/RH turnouts at specified locations by spreading fan shaped PSC crossing sleepers at specified spacings and fixing Tongue rails, stock rails, lead rails and crossings with rubber pads, liners and all fastenings to gauge of 1676mm to the RDSO Drgs. by leading the rails, switches, crossings 43 available within station yard limits and transportation of P-way fittings from within yard limits including loading and unloading to site of work and connecting the turnout on both sides to the adjacent lines by lubricating the fish plates with Contractor's grease, graphite and oil including levelling, gauging, aligning and joining the ends as per IRPWM with all contractor's labour, tools, plant, machinery, with all lead and lifts, rehandlings, crossing of tracks if any etc., complete as per specifications and as directed by the Engineer-in-charge d)BG 60 Kg./52 Kg. 1 in 81⁄2 Trap Note: i)Cutting of Rails to make Lead Rails of required length and drilling of holes will be paid separately under relevant items.ii) Contractor has to lead and handle the switches, crossings, lead rails, PSC/Wooden/ST special size sleepers available in yard limits including crossing of tracks/platforms if any and assemble the points and crossings and rate provided is inclusive of this element of work.iii) P-way fittings required like MS liners, bolts, rubber pads, etc., shall be supplied by railway at DSK/C/depot or station yard premises. Contractor shall lead them to the site of work with contractor's vehicles, labour,tools etc., including all leads. The rate provided is also inclusive of these elements of work and nothing will be paid extra.
12
1518
18216
Extra for Insertion of already assembled BG 60 Kg./52 Kg. 1 in 16/ 1 in 12 / 1 in 8 1⁄2 SS PSC 44 RH/LH Turnout complete set in position with T-28 crane/ Manually with contractor's labour under line block within a stipulated time and connecting the turnout to main line as laid down in IRPWM, profiling and boxing the ballast complete so as to allow the passage of trains at restricted speed with all contractor's labour, tools, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge.
5
4728
23640
Extra for Insertion of already assembled BG 60 Kg./52 Kg. Trap switch complete set in 45 position with T-28 crane/ Manually with contractor's labour under line block within a stipulated time and connecting the trap switch to main line as per IRPWM, profiling and boxing the ballast complete so as to allow the passage of trains at restricted speed with all contractor's labour, tools, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge.
4
2364
9456
Lifting the newly inserted BG 60 Kg. / 52 Kg. turnouts/trap switches to required level to provide a ballast cushion upto 150mm Railway's stone ballast in convenient stages including three rounds of 46 through packings after completion of final stage of lift, levelling, aligning, gauging and boxing etc., with contractor's labour, tools with all lead and lifts etc., complete as directed by the Engineer-in-charge. b)BG 60 Kg/52 Kg. 1 in12 turnout with PSC/Wooden layout Note(i)Leading and dumping of ballast will be paid separately under relevant item.
2
1947
3894
Lifting the newly inserted BG 60 Kg. / 52 Kg. turnouts/trap switches to required level to provide a ballast cushion upto 150mm Railway's stone ballast in convenient stages including three rounds of 47 through packings after completion of final stage of lift, levelling, aligning, gauging and boxing etc., with contractor's labour, tools with all lead and lifts etc., complete as directed by the Engineer-in-charge c)BG 60 Kg/52 Kg. 1 in 81⁄2 turnout with PSC/Wooden layout Note(i)Leading and dumping of ballast will be paid separately under relevant item.
11
1650
18150
Lifting the newly inserted BG 60 Kg. / 52 Kg. turnouts/trap switches to required level to provide a ballast cushion upto 150mm Railway's stone ballast in convenient stages including three rounds of 48 through packings after completion of final stage of lift, levelling, aligning, gauging and boxing etc., with contractor's labour, tools with all lead and lifts etc., complete as directed by the Engineer-in-charged)BG 60 Kg/52 Kg. Trap Swith PSC/Wooden layout Note: Leading and dumping of ballast will be paid separately under relevant item. Per Track
12
633
7596
Dismantling the existing BG Buffer-stop laid with rails & wooden sleepers including leading the 54 dismantled Bufferstop materials to nominated places within station yard limits and stacking as material-wise and classification-wise duly releasing all fittings carefully without causing any damage to Railway materials with all contractor's labour, tools, with all lead and lifts, crossing of tracks if any, etc., complete as directed by the Engineer-in-charge
2
1100
2200
Fabricating and erecting in position BG bufferstop using Railway's released rails, wooden 55 sleepers including leading the rails and wooden sleepers from Existing stacks within station yard limits, cutting the rails to the required length, bending by heating, drilling holes, cutting wooden sleepers as required, erecting and fixing the buffer stops in position with Contractor's MS bolts, labour, specifications and as directed by the Engineer-in-charge. Each
12
12430
149160
Casting and keeping in position 'Fouling Marks' of over all size 1500mm x 250mm x 225mm using cement concrete M.15 grade including cutting the Railways rail to required size, leading from existing stacks 57 within station yard limits to place of work, placing the rail piece while casting and painting all the exposed surface with white enamel paint in two coats and writing letters with black paint indicating the No.of vehicles with all contractor's materials, OP cement, labour, tools, plant, paints,shuttering, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. (Cement 0.50 bags/each fouling mark)
20
253
5060
Laying of switch expansion joints at the end of LWR with special size SEJ sleepers including 58 transporting the SEJs available in the station yard limits to place of work including packing, levelling, lifting the track with all contractor's labour,tools, plant and equipment all lead and lift etc., complete as per specifications and as directed by the Engineer-in-charge. note unit 'EACH'caters as each SEJ.
10
2070
20700
Bending two Nos. of 52 kg./90 R rails to "V" shape of the guard rail including gas cutting of 59 rails and bending to required shape as per standard drawing with all contractor's labour, tools, plant and machinery, consumables, with all lead and lifts complete as directed by the Engineer-in-charge.Note: The unit caters for bending of two rails on one end. each item as each SEJ Per Track
8
2376
19008
Erecting Railway's rail posts for curved TB and TE posts and SEJ Reference pillars including cutting the rail posts to required length, leading the rail pieces from existing stacks in and erecting the rail posts by 61 excavating the pit to required posts to required length, leading the rail pieces from existing stacks in and erecting the rail posts by excavating the pit to required depth and painting the rail posts as required with white paint two coats and writing TB and TE on rail posts with red paint and painting with yellow and reference mark with red paint for SEJ reference pillars with all Contractor's materials, labour, paint with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge.note unit each caters each post.
200
211
42200
Painting the curve particulars on rail web by painting with two coats of yellow paint enamel to 62 required length by cleaning the surface free from dirt and dust and writing letters to required height with black paint enamel on yellow painted surface which include station number, super elevation and versine at each station with all contractor's labour, tools, paint,brushes, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. unit each caters each station.
1500
24
36000
"Cutting of 52 kg. / 60 kg. rails to plumb using contractor's hack saw blades and machines to 63 correct square with contractor's labour tools and equipment, consumables all leads and lifts etc., complete as per specifications and as directed by the Engineer in-charge. Note : Penality of Rs.100/- will be levied on Contractor for each wrong cut and the same will be recovered from the bills."
1600
54
86400
Drilling of 32 mm dia holes in the web of 52 Kg / 60 kg/90R rails at correct location using contractor's drilling machine, drill bit sets, tools, and equipment, labour, consumables, all leads and lifts complete 64 etc., as per specifications and as directed by the Engineer -in-charge. "NOTE : 1) Penality of Rs.50/- will be levies on Contractor for each wrong hole drilled and the same will be recovered from the bills. 2) Gap less joint should be provided for CMS X-ing joints at heel and toe duly drilling 26.5 mm hole. 3) Champhering of holes should be done in accordance with IRPWM new para number 251 (5) (C.S.No.51)"
4000
36
144000
Drilling of 32mm dia holes on any PSC sleeper at correct location using contractor's drilling machine, drill bit sets, tools and equipment, labour, consumables, all leads and lifts etc., complete as per specifications and as directed by the Engineer-in-charge.
2000
92
184000
Dismantling the existing BG Scissors crossover/Diamond X ing/ turn outs / trapswitches from 66 the existing track laid on PSC/steel/wooden layout including leading the dismantled turnout materials to nominated places within yard limits and stacking as materialwise and classification wise duly releasing all P.Way fittings carefully without causing any damage to turnout materials with all contractor's labour, tools, with all lead and lifts, crossing of tracks if any, etc., complete as directed by the Engineer-in-charge. d)1 in 8 1/2 BG Turnouts
1
3190
3190
Dismantling the existing BG Scissors crossover/ Diamond X-ing / Turnouts / Trap Switches 67 from the existing track laid on PSC/ steel/ wooden layout including leading the dismantled turnout materials to nominated places within yard limits and stacking as material-wise and classification-wise duly releasing all P.Way fittings carefully without causing any damage to turnout materials with all contractor's labour, tools, with all lead and lifts, crossing of tracks if any, etc., complete as directed by the Engineer-in-charge. e)Trap switches Per Track
3
550
1650
Cutting of 52Kg. / 60Kg. rails with the help of Rail Disc cutter with contractor's Rail cutting disc, fuel and other equipments and consumables etc., in the running track under Railway's supervision duly taking all 71 precautions while working in Railway line with contractor's labour, tools, plant, all leads, lifts, etc., complete as per specifications and as directed by the Engineer-in-charge. "Note: i) This item of cutting rails with rail disc cutter will be operated for the cuts to be done for track laying and linking including NI and block working.ii) The contractor has to engage minimum two nos. of Rail Disc cutters with adequate nos of abbrasive discs."
400
361
144400
Removing the exg. M.S. liners by removing elastic rail clips and inserting the GFN liners and 72 clipping ER clips including leading the GFN liners from existing stacks with in station yard limits and stacking of released MS liners at nominated places/station Yard with contractor's labour, tools with all lead and lifts etc., complete as directed by the Engineer-in-charge.
2000
2
4000
Manufacturing, supplying and stacking MS check rail brackets, bolts & nuts, MS packing 73 plates as per Railway drawings with all contractor's labour, material, tools, plants, equipments, consumables, lead, lift, etc., complete as per the specifications and as directed by the Engineer-in-charge a)MS brackets to RDSO drawing no: T - 4151
1000
352
352000
Manufacturing, supplying and stacking MS check rail brackets, bolts & nuts, MS packing 74 plates as per Railway drawings with all contractor's labour, material, tools, plants, equipments, consumables, lead, lift, etc., complete as per the specifications and as directed by the Engineer-in-charge b)MS bolts & nuts to RDSO drawing no: T - 4320
1000
50
50000
Manufacturing, supplying and stacking MS check rail brackets, bolts & nuts, MS packing 75 plates as per Railway drawings with all contractor's labour, material, tools, plants, equipments, consumables, lead, lift, etc., complete as per the specifications and as directed by the Engineer-in-charge c)MS packing plates to RDSO drawing no: T -4150 ( appr. size 100x75x 20 mm).
1000
36
36000
Cutting bottom flange of 52 kg/90R check rails on one side to required shape and cutting of flange and web at rail seats to suit the PSC sleepers with gas cutting including leading of rails from existing stacks 76 in the yard to site of work including loading and unloading with all contractor's gas cutter, labour, vehicles, crew, tools, plant, machinery, consumables with all lead and lifts, crossing of tracks if any, etc., complete as per specifications and as directed by the Engineer-in-charge. Note: The adopted rate is inclusive of cutting the bottom flange and web at rail seat to suit PSC sleeper.
600
29
17400
Fixing the check rails in between pit lines of HL/LL/Inspection Bay sheds, crossings to the existing running rail with 52 kg/90R class-II check rail by fixing the Railways check blocks in between the check rail 77 and running rail with Railways 187mm long special size bolts, nuts and washers and fixing the check rail seated on PSC sleepers including leading of Railway's materials from existing stacks within ..... yard to site of work with contractor's labour, tools, plant, machinery with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. Note: Cutting rails and drilling holes will be paid separately under relevant item.
600
94
56400
Fabricating and cutting at ends to required shape as required for maintaining gap and 78 bending / flaring the 52 Kg/ 90R check rail ends to required shape with contractor's labour, tools, plant and consumables with all lead and lifts and handling etc., complete as per specifications and as directed by the Engineer-in-charge.
16
89
1424
Fixing Rail pegs with Railway's rail sections along the proposed BG track including cutting the rail to required length, if required transporting the rail pegs from any where ..... - .... section including both stations to site of work, drilling 200mm dia bores of 0.60m depth on exisitng formation at a specified distance from rail post 79 in the bore hole to plumb and concreting with cement concrete 1:3:6 mix using 40mm stone aggregate of approved quality, notching and painting centre line chainage on rail peg and marking the exg. MG RLs and pro. BG RLs on rail peg to colour scheme including painting one coat of black paint on any old matter including removal and handing over the released pegs at nominated station with contractor's labour, tools, plant, hacksaw blades, vehicles, crew, consumables etc., with all leads and lifts involved as per specifications and as directed by the Engineer-in-charge at site.
100
144
14400
"Fixing glued joints in the exg. track with or without block with all Railway materials including leading the glued joints within yard limits to the site and also leading the released cut rails to the places mentioned by the Engineer-in-charge and stacking both upto a maximum lead of 500M by cutting the existing rails on both 80 sides and inserting the glued joint and fish plates with clamps with contractor's labour, tools, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. Note: a) This work may have to be done under traffic. b) Glued joints will be supplied within yard limits (within top points). c) All other materials like bolts, fish plates, insulations etc required for glued/ block joints shall be supplied by Railway at stores depot at any station at Secunderabad. d) Any left over materials (other than glued joints) shall be handed over back at the stores depot situated at Secunderabad. stations at contractor's cost." Per Track
200
330
66000
Handling of 52 kg/90R rails and fittings including loading, unloading & leading from the unloaded places to the location required at site of work upto maximum lead of 900M with all contractor's labour, tools, tackles including crossing of track etc., as directed by the Engineer-in-charge.
1650
120
198000
Pairing of free rails available on the formation including all operations such as dragging 83 manually to match each other for placing into track to facilitate welding of rails for 3 rail panels and quick linking of rails and also to facilitate to mark sleeper spacing with paint in advance with all contractor's labour, tools etc., complete as directed by the Engineer - in - charge. Per Track
880
15
13200
Painting of rails on cess by brush after surface preparation with contractor's paint red lead formed by mixing (3.3 Kg) dry pigment red lead powder to IS type 'C' 57 - 1989 with one litre of linseed oil (boiled) as per IS 77 - 1966 of thickness 80 microns and application of two finishing coats using ready mixed red oxide 85 conforming to IS 123 - 1962 to a thickness of 45 microns for each coat on both sides of rails including painting of bottom of the rail but excluding gauge face and rail top with all contractor's labour, brushes, tools, paint, transportation, with all lead and lift including surface preparation and painting of rails as per the procedure given in procedural order for painting of rails circulated vide HQ Lr. No. W.501/17/Vol.VII Dt.08-04-2004 and as specified including crossing of tracks, handling of rails as per special conditions and specifications of contract and as directed by the Engineer-in-charge.
7500
46
348825
Leading and dumping of Railway's stone ballast from the existing stacks available along the 86 alignment either on top of the cutting or on the formation or at the toe of the bank by head loads or any other means and spreading to the required profile on the formation, levelling to facilitate rolling with contractor's labour, tools, plant, all leads and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. i)Upto a lead of 150m where the height of bank/depth of cutting is up to 3m. Note : Payment will be made based on the pre-recorded stack measurements without any deduction for voids.
7000
60
420000
Leading and dumping of Railway's stone ballast from the existing stacks available along the alignment either on top of the cutting or on the formation or at the toe of the bank by head loads or any other 87 means and spreading to the required profile on the formation, levelling to facilitate rolling with contractor's labour, tools, plant, all leads and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. (ii)For lead beyond 150m and up to 500m. Note : Payment will be made based on the pre-recorded stack measurements without any deduction for voi
5500
72
396000
"Transportation of Railway's stone Ballast by means of contractor's own rail lorry that can run 88 on BG track/Road lorry including loading by mechanical means or manually. Leading and unloading the same at required site including ballast profile with all contractor's men and materials, lorry, fuel, consumables, tools, all leads and lifts etc., complete as per specificationsand as directed by the Engineer-in-charge. a)Lead upto 5 km "
1000
100
100000
Supplying and stacking on Railway ground alongside the embankment at specified locations at depot machine crushed, clean, hard, angular and durable stone ballast not inferior in quality to the approved samples including collection from outside Railway limits and leading by the contractor's vehicles including loading, unloading and stacking in specified quantities with all contractor's labour, tools, vehicles, crew, consumables with all lead and lifts, rehandlings, crossing of embankment if required etc., complete as per specifications and special conditions of contract and as directed by Engineer-in-charge. NOTE : i) Payment will be made on actual stack measurements. No deductions will be made towards voids. ii) The contractor has to make his own service roads wherever required if not available or if the existing service roads are not sufficient for leading the ballast. iii) At some locations it may be necessary to rehandle the ballast by crossing of embankment if required as there is no direct access to the place of stacking. The rate quoted is inclusive of these charges. iv) The contractor should supply measuring boxes, wire claws, sieves of required gauges and labour for the purpose of sieve analysis as 1 directed by the Engineer-in-charge. No extra rate will be paid and the rate quoted is inclusive of the same. v) The ballast has to be supplied and stacked at locations as directed by the Engineer-in-charge without causing infringement to the proposed formation. vi) The rate provided includes clearing the bushes and shrubs, cutting the ground and making the approaches for stacking the ballast." "vii) The contractor's attention is drawn to para 2.3 of Specifications for track ballast, IRS-GE-, June, 2004 for size specified in Annexure ie., Retained on 65mm sq. mesh sieve - 5% max. Retained on 40mm sq. mesh sieve - 40% to 60% max. Retained on 20mm sq. mesh sieve not less than 98% for Machine crushed Ballast. Payment for over sized ballast will be made as per para 2.3.2 of ""Specifications for track ballast, IRS-GE-1, June, 2004. viii) The Tenderer(s) are required to submit Ballast Test Report/ certificate from any testing laboratory as mentioned at Annexure -A of Special conditions- Technical, for abrasion, impact and water absorption value as per provisions of "Specifications for track ballast, IRS-GE-I, June, 2004" along with tender, failing which their tender will be summarily rejected. Such test report should not be older than 03 (Three) months before the date of opening of Tender. Name of the quarry, location and distance by road from quarry to ballast depot are to be indicated. Ballast test certificate submitted from other than the testing labs at Annexure-A of special conditions-technical will be summarily rejected.
12500
834
10426750
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