South East Central Railway Tender
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South East Central Railway - SECR Tender
Civil And Construction
Excavation
Ireps
Opening Date2 Apr 2025
Closing Date24 Apr 2025
Tender Amount₹ 5,68,35,639.07
Costs
EMD
₹ 4,34,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Provision Of Road Under Bridge For Closure Of Manned Level Crossing No. Dd-19 At Km 889/7-8 In Durg- Dallirajhara Section. (by Cut & Cover Method)
Description
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Contact
Tender Id
E-R-T-14-25-26-RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLYTender No
E-R-T-14-25-26Tender Authority
South East Central Railway ViewPurchaser Address
-Website
http://ireps.gov.in
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Documents
BOQ Items
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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
700
19
13720
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Supplying and filling sand in plinth and under floors including watering, ramming, consolidating and dressing complete
150
612
91858.5
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Earthwork in filling in embankment, guide bunds, around buried type abutments, 6 bridge gaps, trolley refuges, rain bunds if provided, platforms etc. with earth excavated from outside railway boundary entirely arranged by the contractor at his own cost as per RDSO's latest guidelines and specifications and special condition of contract including all leads, royalty, lifts, ascents, descents, crossing of nallahs or any other obstructions. The rates shall include all dressing of bank to final profile, demarcation and setting out of profile, site clearance, removing of shrubs, roots of vegetations growth, heavy grass, benching of existing slope of old bank, all handling/re-handling. taxes, octroi and royalty etc. as a complete job. Cut trees shall be property of railways and to be deposited in the railway godown unless specified otherwise in the Special conditions of contract
1125
201
226856.25
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Loading/Unloading ballast, kankar, brickbats, stone-chips, shingle, stone boulders, 7 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
250
41
10307.5
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Leading ballast, kankar, brickbats, stone-chips, shingle, stone boulders, block kankar, 8 pitching 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.
250
78
19537.5
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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 20mm nominal size)
470
1578
741768.1
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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)
54
1539
83106.54
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Providing and laying in position M 20 Grade concrete for reinforced concrete structural elements but excluding cost of centering, shuttering, reinforcement and Admixtures in recommended 11 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.
1575
1974
3110168.25
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Providing and laying in position M 20 Grade concrete for reinforced concrete structural 12 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 in buildings above plinth level upto floor two level.
965
2185
2108882.05
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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.
1445
120
174411.5
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Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached plasters, buttresses, plinth and string courses etc.
4780
206
987070
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Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies, FOB slabs, walkway slabs and access platform
65
211
13755.3
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Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, bed blocks, girders, bressumers and cantilevers
15
186
2794.5
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Centering and shuttering including strutting, propping etc. and removal of form for : Columns, pillars, , posts and struts
70
256
17976
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Brickwork with clay fly ash FPS bricks of class designation 75 in superstructure above plinth level upto floor two level. In: Cement mortar 1:6 (1 cement: 6 coarse sand).
25
2331
58296.75
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Providing and fixing precoated galvanised steel sheet roofing accessories 0.50mm +/- 5% total coated thickness (TCT) thick Zinc coating 120 gsm as per IS:277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete : Flashings/Aprons.(Upto 600mm)
-
-
19
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Providing and fixing permanently colour coated trapezoidal profiled sheet of depth 28- 30mm at 195-205mm pitch distance with precisely engineered "Rib & Flute" design. Profiled sheets shall be min. 0.5mm TCT/0.45mm BMT high tensile zinc aluminium alloy coated zincalume / galvalume steel sheet (550 mpa yield strength) having a coating of mass of 150 gsm zinc-aluminium coating AZ- 20 150 total on both sides as per, AS 1397:1993 finished with 20 microns approved colour coating of Silicon Modified Polyester (SMP) / Super Polyester paint coat on exposed surface over a primer coat of 5 microns and a back coat of 5 microns on reverse side over a 5 microns primer coat. There shall be 2 small ribs/square flutes between profiles for providing additional strength. The sheet to be fixed over the purlins with hexagonal head self drilling suitable fasteners with neoprene / EPDM washer on crests of the sheet
3110
655
2038698.3
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15 mm cement plaster on the rough side of single or half brick wall of mix - 1:6 (1cement: 6 fine sand)
310
69
21504.7
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Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats of distemper) over and including priming coat with cement primer
110
61
6718.8
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Finishing walls with water proofing cement paint of required shade two or more coats on new work applied @ 3.84 Kg/10 sqm
3.84
38
3830
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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
100
864
86407
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Providing and laying non-pressure NP3 class (medium duty ) R.C.C. pipes including bends etc with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement: 2fine sand) including testing of joints etc. complete up to 800mm dia. 600mm dia. R.C.C. pipe
15
1201
18016.35
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Exploratory drilling of Boreholes down to required depth, drilling of 150mm diameter 26 boreholes in all type of soils except hard rock and large boulders (boulder core more than 30 cm), including refilling and reinstating surface, and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion / chieselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area 0m to 10m
10
1096
10964.6
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Exploratory drilling of Boreholes down to required depth, drilling of 150mm diameter 27 boreholes in all type of soils except hard rock and large boulders (boulder core more than 30 cm), including refilling and reinstating surface, and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion / chieselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area 10m to 20m
3
1190
3571.62
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Drilling of NX size borehole (75 mm dia) in all types of hard rock (fresh rock) and collection of rock core samples from boreholes and preserving in boxes 0m to 10m
10
4165
41651.4
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Drilling of NX size borehole (75 mm dia) in all types of hard rock (fresh rock) and collection of rock core samples from boreholes and preserving in boxes 10m to 20m
5
4297
21487.75
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Taking out 100mm dia & 450mm long undisturbed samples of soil from bore holes, 30 including provision of air tight containers for packing and, labelling incl. transporting the samples to laboratory. Piston sampler shall be used for extracting undisturbed samples where necessary. Samples shall be collected as per IS 2720
2
116
232.3
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Taking out 100mm dia & 450mm long disturbed samples of soil from bore holes, including provision of air tight containers for packing, labelling and transporting the samples to laboratory. Samples shall be collected as per IS 2720
4
105
420.48
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Conducting standard penetration test as per IS 2131 at approximate1.5 m intervals in bore holes, as directed by the Engineer in charge
15
209
3139.2
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Conducting laboratory Tests on collected soil samples as per relevant IS code Moisture contents/ Dry density
10
348
3484.5
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Conducting laboratory Tests on collected soil samples as per relevant IS code Atterberg Limit
10
528
5289.5
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Conducting laboratory Tests on collected soil samples as per relevant IS code Specific Gravity
10
258
2580
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Conducting laboratory Tests on collected soil samples as per relevant IS code Grain size analysis including Hydrometer analysis
10
552
5522
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Conducting laboratory Tests on collected soil samples as per relevant IS code Direct Shear Test
10
1450
14506.4
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Conducting Laboratory tests on collected ROCK SAMPLES as per relevant IS code Density test
15
315
4727.25
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Conducting Laboratory tests on collected ROCK SAMPLES as per relevant IS code Unconfined compression test
15
1393
20907
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Conducting Laboratory tests on collected ROCK SAMPLES as per relevant IS code Point load test
15
1277
19164.75
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Preparation and submission of Final report giving complete and comprehensive record of investigations, laboratory test reports and calculations in approved format
1
39978
39978.83
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Earth work in excavation for foundations and floors of the bridges, retaining walls etc., including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back 42 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
910
190
173746.3
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Providing and applying two coats of coal tar or bitumen confirming to IS 3117 - 1965 on the top and sides of RCC box/slabs @ 1.70 Kgs / Sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer
1.7
102
176970
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300 mm thick (average) Dry stone flooring with boulders of not less than 35 kg each in 44 weight , 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
685
920
630700.05
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Providing weep holes by making suitable opening or drilling in existing Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure complete
875
276
241640
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Supplying, spreading and filling coarse sand (No cohesive materials to be used) of 46 approved quality including watering and ramming in foundation, plinth, behind the abutment, wing wall, retaining wall in layers not exceeding 150mm thick including its compaction as per direction of Engineer-in-charge. The rate includes all lead, lift, ascent, descent, crossing of Railway line, etc. complete with contractor's labour, materials, tools and plant
52
810
42143.4
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Providing Boulder backing behind wing wall, return wall, retaining wall with hand 47 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
765
145
111368.7
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Preparation of subgrade by excavating earth upto 22.5cm depth, dressing to camber 48 and consolidating with power road roller of 8 to 12 tonne capacity including making good the undulations etc. and disposal of surplus earth with lead upto 50 metres
1480
40
60620.8
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Providing and laying water bound macadam with specified stone aggregate, stone 49 screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete. Sub-base with stone aggregate 90mm to 45mm including stone screening 13.2mm size
240
984
236371.2
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Providing and laying water bound macadam with specified stone aggregate, stone 50 screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete. Base course with 63mm to 45mm size including stone screening 13.2mm size
240
1072
257397.6
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Providing and laying water bound macadam with specified stone aggregate, stone 51 screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete. Base course with 53mm to 22.4mm size including stone screening 11.2mm size
120
1114
133734
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Providing and applying tack coat using bitumen emulsion (Rapid setting) complying with IS: 8887- 1995, spraying the bitumen emulsion with mechanically operated spray unit, cleaning and preparing the existing road surface as per specification On W.B.M. @ 0.4kg/ sqm
480
23
11131.2
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Providing and applying tack coat using bitumen emulsion (Rapid setting) complying with IS: 8887- 1995, spraying the bitumen emulsion with mechanically operated spray unit, cleaning and preparing the existing road surface as per specification On bituminous surface @ 0.25kg/ sqm
750
15
11925
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Providing and laying seal coat of premixed fine aggregate (passing 2.36mm and 54 retained on 180micron sieve) with bitumen using 128 kg of bitumen of grade 80/ 100 bitumen and 0.60cum of fine aggregate per 100sqm of road surface including rolling and finishing with road roller all complete. Note - This should not be operated along with Hot mix carpeting
0.6
44
54464.4
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Providing and laying design mix cement concrete in roads, having a cube strength of 55 M-30 using cement, coarse sand and graded stone aggregate of 40mm nominal size as per approved design. mechanically vibrated, steel form work, curing, providing and filling construction & dummy joints with approved joint filler (conforming to grade B of IS: 1834) rounding of the edges, making & filling the grooves as per drawing
15
2121
31823.1
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Scarifying 50mm metalled (water-bound) road surface including disposal of rubbish lead upto 50metres and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity
375
7
2647.5
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Providing and laying Dense Bituminous macadam on prepared surface with specified graded crushed stone aggregate for profile corrective base / binding course, mixing of stone 57 aggregate, filler and bitumen in hot mix plant, transporting the mixed material and laying with paver finisher fitted with electronic sensing device to the required level and grade and rolling by road roller as per specifications, to achieve the desired density, but excluding the cost of primer / tack coat 75 mm average compacted thickness with bitumen of 60/70 grade @ 5% by weight of total mix and lime filler @ 2% by weight of Aggregate. (For very heavy traffic condition)
480
559
268488
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Providing and laying Dense Bituminous macadam on prepared surface with specified graded crushed stone aggregate for profile corrective base / binding course, mixing of stone 58 aggregate, filler and bitumen in hot mix plant, transporting the mixed material and laying with paver finisher fitted with electronic sensing device to the required level and grade and rolling by road roller as per specifications, to achieve the desired density, but excluding the cost of primer / tack coat 75mm average compacted thickness with bitumen of 60/70 grade @ 3.5% by weight of total mix
750
434
325612.5
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Providing and laying Dense Bituminous macadam on prepared surface with specified graded crushed stone aggregate for profile corrective base / binding course, mixing of stone 59 aggregate, filler and bitumen in hot mix plant, transporting the mixed material and laying with paver finisher fitted with electronic sensing device to the required level and grade and rolling by road roller as per specifications, to achieve the desired density, but excluding the cost of primer / tack coat 50 mm average compacted thickness with bitumen of 60/70 grade @ 5% by weight of total mix and lime filler @ 2% by weight of Aggregate. (For very heavy traffic condition)
750
372
279607.5
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Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and in accordance with applicable specifications 61
30
639
19183.5
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Moorum 62
700
293
205198
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Stone Aggregate broken : 50 mm nominal size 63
765
712
544810.05
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Water proofing compound (pH>7, Sp.Gravity 1.06±0.02, conforming to IS:2645)
1595
120
191431.9
... More
Providing and laying cement concrete, up to plinth in retaining walls, walls (any 64 thickness) 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)
540
1792
967831.2
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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
10500
58
610575
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Structural steel work welded in built up sections, trusses and framed work, girders, 2 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
56985
81
4653964.95
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Structural steel work welded in built up sections, trusses and framed work, girders, 3 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
20500
79
1623600
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Supplying and fixing lewis/ holding down bolts of approved design with nuts and washers complete
300
58
17556
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Providing and fixing M.S. round holding down bolts with nuts and washer plates complete
300
75
22521
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Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladders, railings, brackets, gates and similar works
250
80
20225
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Supply and using cement at worksite : PPC
1331
5635
7500185
... More
Supplying Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars
-
-
1
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Providing & casting of precast RCC Box/U-type retaining wall Segment of grade M-35 at suitable locations as per approved drawing with 20mm crushed stone aggregate including formwork, shuttering, staging, mixing, placing, vibrating, all materials including cement, all tools, equipment, lead & lift etc. complete as directed by Engineer-in-charge and transporting to bridge site. (Excluding cost of steel). The rate shall also include the following :- i) Development and approval of design mix. 1 ii) Supply of OPC 53 grade conforming to IS: 12269 cement from reputed manufactures of Ambuja, L&T, Ultratech, Grasim, ACC, Lafarge or Birla etc.iii) Deployment of necessary skilled and unskilled labour, supervisors, tool, plants, equipments, e.g. mixture, vibrators etc. iv) Manufacture & placement of design mix concrete with approved quality of cement, coarse aggregate, fine aggregate, water, admixtures, steel stuttering, mechanical vibration etc. complete in all respect. v) Provision of necessary temporary arrangements, epoxy grouting of joints, dewatering etc.vi) All lead, lift, accent, descent, transportation, taxes, duties ". Note:- 95% of rate will be paid after casting of box and balance 5% will be paid after transporting to bridge site for launching.
245
9146
2240968.45
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Providing & casting of precast RCC base slab of grade M-25 or richer mix at suitable locations as per approved drawing with well graded stone aggregate of 20 mm or below, sand of approved quality, bending/building of reinforcement, inclusive of all labour, material, tool and plants, machinery, royalty, lead & lift, loading, unloading, shuttering staging, scaffolding, centering, 2 compaction, curing, providing and placing of reinforcement with contractor's biding wire of 16SWG etc. complete as required & as directed by engineer-incharge and transporting to bridge site. Materials include cost of galvanized binding wire 16SWG size required for the work, vibrating etc. (Cost of cement and steel will be paid separately through relevant items.) the rate is inclusive of levelling ground and making casting beds for casting of precast RCC base slab. Note:- 95% of rate will be paid after casting of box and balance 5% will be paid after transporting to bridge site for launching. 3
35
3479
121773.05
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Providing and placing in position suitable PVC water stops.
1200
550
660000
... More
Supplying, providing, laying & fixing 5mm thick concrete canvas (flexible concrete impregnated fabric that hardness when hydrated to form a thin, durable water proof and fire resistance concrete layer within 24 hrs.) in Limited Height subway. 5
350
4264
1492540
... More
SUPPLY OF UNSKILLED LABOUR
200
616
123200
... More
Providing & fixing 28 mm wire rope 6/36 (6Ply) for handling of RCC segment boxes for one segamental boxes.
12
19510
234120.96
... More
Providing of contractors new M.S. sheet 8mm thick in rail piling by welding with 7 contractors welding machine, consumables, labour, electrodes and all other incidental charges etc. complete. Note:- This item will be operated for excavation very near to the track side only. Where safety of turning track is endangered. For excavation other places. Shoring etc. in relevant item. Engineers decision regarding operation of this item shall be final.
2500
73
184225
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Driving of railway unserviceable rails by hammering with the help of monkey hammer or by any other means into ground of all type of soils strata up-to the depth specified by the engineer 8 in charge or his authorized representative with contractors tools and plants, equipments, labour etc. complete as per the direction of engineer-in-charge. The rate includes cutting of rails, making V shape of driving edge of the rails. The rate includes all consumables such as diesel, mobile oil etc. the rate also includes shifting of rails within the yard with a maximum lead of 100 meter. Transportation of rails from other places if any will be paid against relevant schedule and the rate includes removal of the infringement above ground level.
8
690
5527.12
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Supplying skilled/artisan staff like welder, moulder, chipper, lutter, aligner, striker/hammerman & adequate Nos. of semi-skilled and unskilled labour and supplying petrol @ 1.6 litres/joint for facilitating welding works on track by shifting the joint sleepers upto 30cm. (1' - 0") on either side, providing suitable gap of about 23mm to 25mm.by pulling back of rail including removing 1 keys, spikes & other fastenings as required and refixing the same after welding, clearing the rail ends, fixing the Petrol tank & heating the rail, ends by railways/approved Contractors equipment and chipping the excess materials if required, bringing the shifted joint sleepers to the specific spacing and packing them to the required specification as directed including adjustment of required gaps for welding, aligning, levelling etc. complete including Contractor's own files for filing after welding on cess.
20
321
18559.58
... More
Removal of rails on any section with fittings and fastenings including stacking within 30 Metres in connection with dismantling of track.
300
5
4421.7
... More
Removal of sleepers of all types with fittings including stacking within 30 metres in connection with dismantling of track.
250
11
8092
... More
Removal of Ballast from track including stacking within 30 meters in connection with dismantling of track. Z115x2 1000.00 metre Track37.95 37950.00 189.00 109675.50
300
6
5462.1
... More
Lifting of track exceeding 75mm., in stages of not more than 50mm. at a time, including one through packing (for each 50mm. or part thereof).
-
-
5
... More
Drilling holes 32mm. dia. In rails 60/65 Kg. section for fish bolts 72 UTS in running track. 7
100
27
8019.75
... More
Drilling holes 32mm. dia. in rails of 60/65 Kg. sections of 90 UTS in running track. 8
50
24
3583.6
... More
Drilling holes 32mm. dia. in rails 60/65 Kg. section 90 UTS outside track.
50
22
3265.7
... More
Through packing of screened track as described in Indian Rly.'s permanent Way Manual of any type of sleeper before relaxation of speed-1st packing including picking up slacks in between kutcha packing and 1st packing as per requirement. 10
250
7
5274.25
... More
Cutting rails upto 90R/52Kg section with hacksaw outside track. 11
90
41
10833.17
... More
Cutting 60/65 Kg. rails with hacksaw in running track.
20
54
3176.11
... More
Through packing of screened track as per Indian Rly.'s permanent Way Manual of any type of sleeper before relaxation of speed-2nd packing or 3rd packing. The item also includes picking up of slacks between 1st packing and 2nd packing or between 2nd packing and 3rd packing.
250
6
4407.25
... More
Conventional through packing of screened track following 3rd packing as per Indian Rly.'s Permanent Way Manual. The item also includes picking up slacks between 3rd packing and consolidation packing.
250
4
3179
... More
Trollying rails and sleepers under traffic block by Rly's diplorry including loading into diplorry upto 30m lead, unloading and stacking at the destination as per direction of Engineer-in- charge with a free lead upto 30m.and carrying the rails over diplorries upto 1 Km.
20
145
8435.91
... More
Laying of B.G. P. way track in straight and curves to correct alignment as directed by the Engineer-in-charge of works consisting of 60Kg./90 lbs./ 52Kg. rails with PSC sleepers with any 15 sleeper density as directed by the Engineer with Rly.'s rails, sleepers with clips and elastic fastenings etc. fish plates, fish bolts, two-way keys, loose jaws, tie-bars, cotters, rails screws, bearing plates, plate screws etc. to approved alignment& gauge of Rly.'s standards as directed by the Engineer-in- charge. The rate includes splitting of cotters if required, including all lead, lift, carriage & transport of P. way materials, crossing Rly. lines etc. complete including all labour & materials (P.way materials to be supplied by the Railway on cess).
300
19845
57352.05
... More
Placement of precast RCC Segmental Box and Base Slab with the help of road crane at 1 desired location, carefully by pulling method, during traffic and power block with all contractor's labours, tools and materials, crane, machinery, preparation of base as directed by Engineer, including inserting Railway's 32mm dia rods 1200mm long in holes filling of joints by epoxy mortar and laying of required sand including cost of epoxy and sand.
700
3614
2530444
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