South Central Railway Tender
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Costs
EMD
₹ 3,38,700Document Cost
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Refer Documents
Summary
Vijayawada Division - Machilipatnam - Augmentation Of Coach Maintenance Facilities At C&w depot - Construction Of Ioh Shed & Laying And Linking Of Bg Track From Existing Pit Line ladder To Proposed Ioh Shed Tracks At Machilipatnam And Other Connected Miscellaneous works
Description
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Contact
Tender Id
2734701Tender No
57-CAO-C-SC-2019Tender Authority
South Central Railway ViewPurchaser Address
-Website
http://www.scr.indianrailways.gov.in
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Documents
Special conditions Technical
special condition general
PUBLIC PROCUREMENT 9PREFERENCE TO MAKE IN INDIA0 O......
RETIRED RAILWAY OFFICIALS EMPLOYMENT FORMAT
DETAILS OF PERSONNEL, MACHINERY WORKS ON HAND F......
BOQ Items
Supplying and fixing of 6mm multi wall poly-carbonate sheets of approved quality, colour & 4 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.
125
1573
196625
Supplying and fixing of 2mm thick embossed poly-carbonate sheet of GE lexan or similar 5 approved make, profiled to suit the Galvalume sheet in roof, fixing the poly-carbonate sheet and galvalume sheet by using hex head self drilling and taping screws with EPDM metal washers at each corrugation with ultra-voilet resistance PVC caps and providing silicon sealant all round the fixed poly-carbonate sheet to make it leak proof including all materials, labour, tools etc., as per specifications and as directed by the Engineer-in-charge.
100
1800
180000
Supplying, laying and jointing in trenches / above ground level, medium grade Galvanized 6 mild Steel tubes including bends, tees, reducers, tail pieces etc., at required locations of standard make like 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. b) 100 mm dia
75
832
62400
Manufacturing and supplying MS bolts of required size for provision of GI pipe seating fixing arrangements etc., with contractor's MS rods of specified dia duly cutting the rod/ plates to required size, forging one end to form head of required shape, size and thickness, threading the bolts to required length at other end 7 and supplying hexogonal nut to suit threads with suitable washers, machining the plates to form clips as required including transporting the bolts to site of work and stacking at noinated places with all contractor's materials, labour, tools, plant, machinery, vehicles, crew, consumables, with all lead and lifts etc., complete as per specifications and as per drawing/ sample supplied by Railways and as directed by the Engineer-in-charge. Note: Payment will be made for the actual weight of MS bolts, nuts and washers supplied.
150
84
12600
Supplying and fixing MS Nipples of 25mm dia 150mm long 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.
15
29
435
Supplying and fixing Audco invert type valve with wrench of self lubricating 125 psi 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.
15
1000
15000
Supplying and fixing 100 mm x 25 mm GI MS TEE of I.S.S. confirm to IS 1239 or Part-I including cutting and threading wherever required neatly and properly with all contractor's materials, labour, tools, lead and lift etc., complete and as directed by the Engineer-in-charge.
15
395
5925
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.
2
1162
2324
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.
10
381
3810
Welding all round GI TEE of 100mm dia, flanges, bends etc., provided in pit line both ends 13 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.
10
223
2230
Supplying and fixing MS Nipples of 25mm dia 75 mm long 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.
15
48
720
Supplying and fixing 160mm dia PVC rain water pipes including specials such as bends, 15 shoes and other specials as required etc., including jointing properly, embedding and fixing in walls, columns etc., conforming to IS specifications with contractor's materials, labour, tools, plant, equipment, all lead and lifts etc., complete up to height of 14m above rail level as directed by the Engineer-in-charge.
75
672
50400
Fabrication & Erection of Steel work with Railway's rails for sunken pit rails, pit lines, errection in raft concrete footing and gantry rails over gantry columns, beams including cutting the rail to required length, 16 drilling of holes as required, hoisting and fixing on RSJs in gantry columns with railway's clip and bolts and welding the rails to RSJs at specified intervals with contractor's tools, labour, drilling/ welding apparatus, plant and equipment, all lead and lift etc., complete as shown in the approved drawing and as directed by the Engineer-in- charge.
5
2808
14040
Providing and laying 125mm asphalt bitumen filter mixed with sand in the gap between floor and rails in shed area including cleaning of gap as per drawing with all contractor's labour, materials, tools, plant, all lead and lift etc., complete as per specifications and as directed by the Engineer-in-charge.
100
143
14300
Cutting of grooves 5mm wide 12mm deep in concrete / brick work with mechanised diamond 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.
100
224
22400
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, 19 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 in between A1 and A0.
1
4400
4400
Manufacturing and supplying Rail clips as per Railway approved drawing using contractor's 20 M.S.Plates to suit the 52 kg. Rail profile on Gantry girder / any other member as required including cutting, drilling of holes, milling, machining, rounding, grinding etc., complete with all contractor's tools, labour, consumables, lead, lift etc., complete as directed by the Engineer-in-charge.
1000
150
150000
Supplying, fabrication and fixing of 3mm thick MS Gutter of trapezium shape as per approved 21 drawing of minimum 300mm wide at bottom, 600mm wide at top, 175mm deep and attached with 145 - 150mm dia down chute of 150mm long at an interval of approximately 6m (at every column location) for outlet as per approved drawing and specifications with all contractor's materials, tools, plant, labour, consumables, all lead and lift etc., complete as directed by the Engineer-in-charge.
60
2508
150480
Earth work in excavation as per approved drawings and dumping at embankment site or spoil 1 heap, within railway land, including 50m lead and 1.5m lift, the lead to be measured from the centre of gravity of excavation to centre of gravity of spoil heap: the lift to be measured from natural ground level and paid for in layers of 1.5m each, including incidental work, as per specifications-in All kinds of soils
4300
100
431204
Extra for lead of earth work above initial lead of 50m, in all kind of soils and rocks : for every 50 m or part thereof - lead over 50m and upto 150m
3900
12
50115
Extra for every additional lift of 1.5m or part thereof, after the initial 1.5m, for earth work in all soils
1300
9
12610
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
1500
22
33450
Supplying and filling sand in plinth and under floors including watering, ramming, consolidating and dressing complete
400
615
246012
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)
676
1865
1261199.68
Providing and laying in position cement concrete of M 20 grade, excluding the cost of cement and of centering and shuttering, as per direction of the Engineer in charge : All works upto Plinth level
190
2190
416141.8
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases of columns
200
132
26590
Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached plasters, buttresses, plinth and string courses fillets etc.
300
227
68316
Providing and laying in position M 20 Grade concrete for reinforced concrete structural 10 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.
780
2326
1814826
Providing and laying in position M 20 Grade concrete for reinforced concrete structural 11 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.
350
2530
885594.5
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.
250
132
33125
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached plasters, buttresses, plinth and string courses etc.
50
227
11385
Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies, FOB slabs, walkway slabs and access platform
300
230
69210
Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, bed blocks, girders, bressumers and cantilevers
100
199
19923
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, pillars, , posts and struts
150
291
43680
Brick work with modular bricks of class designation 7.5 in foundation and plinth in : Cement Mortar 1:6 (1 cement : 6 fine sand)
50
1956
97824.5
Extra over item 051010 & 051020 for brick work in superstructure beyond plinth level upto floor two level :
50
166
8338
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
50
-
-32766.5
Random rubble masonry with hard stone in foundation and plinth including levelling up with concrete as per specifications, upto plinth level with : Cement mortar 1:6 (1cement: 6coarse sand)
20
1980
39609.4
Laying 15 mm thick hardened topping on concrete surface with 1 part metallic floor hardener, 4 parts cement and 9 parts by weight hard stone chips of size 6 mm mixed and laid as per specifications
375
192
72221.25
Providing and laying plain cement concrete flooring of specified thickness with mix design 22 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
70
2824
197742.3
Providing and fixing Ist quality ceramic tiles conforming to Group B-III (Ceramic Wall Tiles) of 23 IS:15622 of manufacturers approved by railway in all colours, shades, and design as approved by the Engineer- in-Charge in skirting, risers of steps and dado over 12mm thick bed of cement mortar 1:3 (1cement: 3coarse sand) including pointing in white cement mixed with pigment of matching shade complete 200x300 mm
100
528
52839
Providing & fixing of coloured galvalume plain sheet flashings at ridges / apex junctions of roofing cladding, cover / corner / barge pieces etc. in required shape, colour duly fixed with stitching screws (with EPDM washers etc. as per site requirement) Upto 600 mm width (girth)
20
393
7879.8
Providing & fixing of coloured galvalume plain sheet flashings at ridges / apex junctions of roofing cladding, cover / corner / barge pieces etc. in required shape, colour duly fixed with stitching screws (with EPDM washers etc. as per site requirement) 601mm to 1200 mm width (girth)
100
546
54643
15mm cement plaster on rough side of single or half brick wall finished a floating coat of neat cement of mix - 1:4 (1cement: 4fine sand)
200
90
18130
12 mm cement plaster 1:3 (1cement: 3coarse sand) finished with a floating coat of neat cement
150
82
12403.5
White washing with lime to give an even shade New work (three or more coats)
200
9
1904
Colour washing such as green, blue or buff to give an even shade New work (two or more coats) with a base coat of white washing with lime
200
11
2366
Painting with aluminium paint of approved brand and manufacture to give an even shade Two or more coats on new work
1000
39
39640
Providing and fixing medium grade G.I. pipes complete with G.I. fittings including trenching and refilling etc. External Work 15 mm dia. nominal bore
10
118
1181
Providing and fixing medium grade G.I. pipes complete with G.I. fittings including trenching and refilling etc. External Work 20 mm dia. nominal bore
10
142
1421.4
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
100
196
19618
Providing and fixing brass bib cock of approved quality 15 mm nominal bore
2
119
239.4
Providing, laying and jointing glazed stoneware pipes grade 'A' as per IS:651 including bends etc. with stiff mixture of cement mortar in the proportion of 1:1 (1cement : 1fine sand) including testing of joints etc. complete 300mm diameter
100
620
62017
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)
15
744
11172.3
Extra for scraping, cleaning, straightening reinforcement from R.C.C. or R.B. work
375
1
742.5
Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50m lead In cement mortar
10
431
4313.1
Dewtering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours
6200
11
74152
Providing, hoisting and fixing in position upto floor two level M20 Grade precast RCC work including setting in cement mortar 1:3 (1 cement : 3 coarse sand) and finishing smooth with 6mm thick cement 41 plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces complete including cost of centering, shuttering, finishing, Admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability, excluding cost of cement and steel reinforcement, as per approved plan & direction of Engineer incharge. In slabs for drain covers, manhole covers, flue tops etc.
4
2982
11928.8
Supplying Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. High yield strength deformed bars
82750
50
4200390
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
25000
61
1529750
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
4000
61
244480
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
90000
80
7200000
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
75000
78
5880000
Extra for every subsequent 3m height or part thereof over 6m height above GL for erection and fixing of steel work : Over item no 081032
90000
6
596700
Erecting roof trusses, tank stagings, steel tanks etc. including rivetting for work upto 10m height above GL
500
250
125180
Extra to item no 081050 for every subsequent 5m height, or part thereof, over 10m height above GL
500
62
31295
Providing and fixing M.S. round holding down bolts with nuts and washer plates complete
3000
74
223950
Providing and fixing bolts including nuts and washers complete
500
93
46780
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
1000
79
79060
Fabricating, supplying and fixing of 6 to 8 mm thick steel chequered plate conforming to IS: 3502 for pathway, trolley refuges, floor for the bridge including fixing the same over steel channel sleepers by drilling holes in channel sleepers and trolley refuges incl. nuts & bolts, tools and plants, labour as a complete job
3
98877
296631.48
Supply and using cement at worksite : OPC 53 grade
572
4600
2631200
Drilling holes in the PSC sleepers at correct locations and fixing Contractor's PVC dowels 1 including filling gap with epoxy for fixing rail screws to fix guard rails at correct locations with all Contractor's labour, tools, consumables, PVC dowels, epoxy etc., complete as per drawing, specifications and as directed by the Engineer-in-charge.
400
132
52800
Fabrication and erection of rail type barricades along the RUB 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 Depot to site 2 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. Per Track
10
3839
38390
Transportation of reclaimed stone ballast from existing stacks by road vehicles for a maximum 4 lead of 10 Km including loading into contractor's vehicles and unloading the ballast from contractor's vehicles without infringing the running track with all contractor's vehicles, labour, tools, all lead and lift etc., complete as per specifications and as directed by the Engineer-in-charge. Note: Payment will be made based on the pre-recorded stack measurements without any deduction for voids.
500
95
47500
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 5 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. Note : Payment will be made based on the pre-recorded stack measurements without any deduction for voids a) Upto a lead of 150m, where the height of bank/depth of cutting is up to 3 m.
3300
60
198000
Extra for leading Railway's stone ballast onto bank/ trucks from existing stacks lying in water logged/ slushy area by head loads with all contractor's labour, tools, all lead and lift etc., complete as per specifications and as directed by the Engineer-in-charge.
500
53
26500
Transportation (excluding loading and unloading) of BG 60 Kg./ 52 Kg. / 90 R free rails / cut 7 panels including switches, crossings, check rails, other similar materials etc., by Contractor's road vehicles from 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 KMs and upto 50 KMs
1000
11
11240
Transportation (excluding loading and unloading) of BG 60 Kg/52 Kg. / 90 R free rails / cut 8 panels including switches, crossings, check rails, other similar materials etc., by Contractor's road vehicles from 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 100km
10000
5
53300
Transportation (excluding loading and unloading) of BG 60 Kg/52 Kg. / 90 R free rails / cut 9 panels including switches, crossings, check rails, other similar materials etc., by Contractor's road vehicles from 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 KMs and upto 200 KMs
26000
3
100100
Transportation (excluding loading and unloading) of BG 60 Kg/52 Kg. / 90 R free rails / cut 10 panels including switches, crossings, check rails, other similar materials etc., by Contractor's road vehicles from 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
1000
3
3260
Transportation (excluding loading and unloading) of BG 60 Kg/52 Kg. / 90 R free rails / cut 11 panels including switches, crossings, check rails, other similar materials etc., by Contractor's road vehicles from 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
1000
3
3010
Transportation (excluding loading and unloading) of BG 60 Kg./ 52 Kg. / 90 R free rails / cut 12 panels including switches, crossings, check rails, other similar materials etc., by Contractor's road vehicles from 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
10000
2
28600
Transportation (excluding loading and unloading) of BG 60 Kg./ 52 Kg. / 90 R free rails / cut 13 panels including switches, crossings, check rails, other similar materials etc., by Contractor's road vehicles from 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
1000
2
2770
Transportation (excluding loading and unloading) of BG 60 Kg./ 52 Kg. / 90 R free rails / cut 14 panels including switches, crossings, check rails, other similar materials etc., by Contractor's road vehicles from 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 upto 700 KMs
1000
2
2710
Transportation (excluding loading and unloading) of BG 60 Kg./ 52 Kg. / 90 R free rails / cut 15 panels including switches, crossings, check rails, other similar materials etc., by Contractor's road vehicles from 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
1000
2
2670
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 any station/ depot to site of work as per TP-wise requirement in every TP sufficiently without obstructing the works 16 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 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 of Item nos. 7 to 16 (2001- a to 2001-j) sub-items above.
1000
2
2610
Loading of BG 60 Kg./52 Kg./ 90 R free rails / cut panels including switches, crossings, check 17 rails, other similar materials etc., into contractor's road vehicles/ BG BFRS/ Wagons including leading the P-way materials from existing stacks to loading point upto 200 M lead by crossing tracks / platforms, loading into contractor's vehicles at stations / depot or along the alignment with all Contractor's labour, tools, plant, equipment, with all lead and lifts, rehandlings if any etc., complete and as directed by the Engineer-in-charge.
220
47
10450
Unloading of BG 60 Kg./52 kg./90 R free rails / cut panels including switches, crossings, check 18 rails, other similar materials etc., from contractor's Road vehicles / Railway BFRs / Wagons within station yard limits including leading the unloaded rails/panels upto 150m without 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 and as directed by the Engineer-in-charge.
220
44
9680
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 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 KMs and upto 100 KMs
30000
3
119700
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 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 KMs and upto 200 KMs
40000
3
121200
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 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
5000
2
13250
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 / 23 yard premises / along the alignment / 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
5000
2
12400
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 / 24 yard premises / along the alignment / 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
30000
2
71700
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 / 25 yard premises / along the alignment / 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
2000
2
4660
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 / 26 yard premises / along the alignment / 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 upto 700 KMs
2000
2
4580
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 / 27 yard premises / along the alignment / 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
1000
2
2260
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 requirement in every TP sufficiently 28 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. 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 of item No.19 to 28 (i.e., item No.2004(a) to (j)) of sub-items above. iii) Loading into contractor's vehicles at Factory premises will be done by Factory authorities."
1000
2
2130
Loading of 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 without causing 29 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 and as directed by the Engineer-in-charge.
1660
11
18592
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 30 stations or along the alignment at specified locations with a lead up to 150m without causing any damage to the sleepers and keeping the unloaded sleepers without 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 and as directed by the Engineer-in-charge.
1660
10
17795.2
Loading of P.Way fastenings and other similar materials (Other than Rails, crossings, switches 31 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.
50
43
2160
Unloading of P.Way fastenings and other similar materials (Other than Rails, crossings, 32 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 within 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.
50
37
1890
Transportation (excluding loading and unloading) of P.way fastenings and other similar 33 materials (other than Rails, crossings, switches and PSC sleepers) by contractor's road vehicles from nominated places either yards/ Depots or mid-sections with contractor's vehicles, crew, fuels, other consumables, labour, tools, all leads, lifts, etc., complete as per specifications and as directed by the Engineer-in-charge. a) Leads from 0 KMs and upto 50 KMs
1000
6
6600
Transportation (excluding loading and unloading) of P.way fastenings and other similar 34 materials (other than Rails, crossings, switches and PSC sleepers) by contractor's road vehicles from nominated places either yards/ Depots or mid-sections with contractor's vehicles, crew, fuels, other consumables, labour, tools, all leads, lifts, etc., complete as per specifications and as directed by the Engineer-in-charge. b) Leads beyond 50 KMs and upto 100 KMs
8000
3
26000
Transportation (excluding loading and unloading) of P.way fastenings and other similar 35 materials (other than Rails, crossings, switches and PSC sleepers) by contractor's road vehicles from nominated places either yards/ Depots or mid-sections with contractor's vehicles, crew, fuels, other consumables, labour, tools, all leads, lifts, etc., complete as per specifications and as directed by the Engineer-in-charge. c) Leads beyond 100 KMs and upto 200 KMs
2000
2
4860
Transportation (excluding loading and unloading) of P.way fastenings and other similar 36 materials (other than Rails, crossings, switches and PSC sleepers) by contractor's road vehicles from nominated places either yards/ Depots or mid-sections with contractor's vehicles, crew, fuels, other consumables, labour, tools, all leads, lifts, etc., complete as per specifications and as directed by the Engineer-in-charge. d ) Leads beyond 200 KMs and upto 300 KMs
2000
2
4160
Transportation (excluding loading and unloading) of P.way fastenings and other similar 37 materials (other than Rails, crossings, switches and PSC sleepers) by contractor's road vehicles from nominated places either yards/ Depots or mid-sections with contractor's vehicles, crew, fuels, other consumables, labour, tools, all leads, lifts, etc., complete as per specifications and as directed by the Engineer-in-charge. e) Leads beyond 300 KMs and upto 400 KMs
10000
1
19300
Transportation (excluding loading and unloading) of P.way fastenings and other similar materials (other than Rails, crossings, switches and PSC sleepers) by contractor's road vehicles from nominated 38 places either yards/ Depots or mid-sections with contractor's vehicles, crew, fuels, other consumables, labour, tools, all leads, lifts, etc., complete as per specifications 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. ii) Variation clause will apply over the combined value of item Nos.33 to 38(2009-a to 2009-f) sub-items above."
2000
1
3680
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 39 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./ 90 R rails
50
238
11900
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 40 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
100
234
23400
Transportation of P.Way fastenings and other similar materials (other than rails, crossings, 41 switches) by contractor's road vehicles from Station yard/ Depot to mid section along the alignment (nearest to the track) with contractor's vehicles, crew, fuel and other consumables, labour, tools, all lead and lift etc., complete as per specifications and as directed by the Engineer-in-charge at site.
50
281
14050
Transportation of rails including switches, crossings etc., by contractor's own vehicle from nominated depots/ yards within a maximum distance of 50 Km. including leading the rails upto a lead of 200m to 42 loading point, loading into contractor's vehicles, transportation to the station yards/ manned/ unmanned LCs between Chilakalapudi and Machilipatnam stations including both yards, unloading and keeping the materials without infringing the proposed formation works and stacking at nominated places with contractor's vehicles, crew, fuel, other consumables, labour, tools, plant, all lead and lift etc., complete as per specifications and as directed by the Engineer-in-charge.
10
280
2800
Transportation of BG PSC mono block sleepers including turnout sleepers, P.Way fittings, etc., by contractor's road vehicles from nominated sleeper factories/ Depots/ yards within a maximum lead of 50 Km. to 43 the station yards / Manned / Unmanned L.Cs between Chilakalapudi and Machilipatnam stations including both the yards, including leading the sleepers upto a lead of 200m to loading point, loading, transporting, unloading and keeping the sleepers without infringing the proposed formation works and stacking the P.Way fittings at nominated places with contractor's vehicles, crew, fuels, other consumables, labour, tools, plant, all leads, lifts, etc., complete as per specifications and as directed by the Engineer-in-charge.
200
220
44000
Providing and fixing centre line reference pillars with Railways rail post at locations as specified along the proposed alignment duly painting Chainage and rail level including leading the rails from near 44 by locations along the alignment to site of work, cutting to required length, making the 0.20 x 0.20 x 0.60 m pit, erecting the rail post inside the pit and concreting the pit with CC 1:3:6 mix with contractor's materials, labour, tools, plant, consumbles, with all lead and lifts and curing etc., complete as directed by the Engineer-in-charge but excluding cost of OP cement. (Cement - 0.105 bags per each).
50
185
9250
Cutting 60 Kg./52 Kg./90R Rails in LWR/SWR released panels available on the cess or on 45 slopes of 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. Note : Unit 'Each' means 'Each cut'
210
30
6300
Leading and laying the BG PSC/ Wooden/ ST sleepers available along the alignment within 46 the station yard limits or at nearby locations from the stacks upto a lead of 200 M at the required rate (M+4 and 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
1660
44
73040
Leading the PSC Turnout sleepers from unloaded locations within / outside the yard limits to 48 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. b) 1 in 8 1/2 P&C Turnout sleepers
3
3933
11799
Leading the PSC Turnout sleepers from unloaded locations within / outside the yard limits to 49 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. c) Trap switch sleepers
1
1967
1967
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 50 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. c) BG 60 Kg./52 Kg. 1 in 81⁄2 PSC RH/LH/SS Turnouts
3
17406
52218
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 51 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 switches 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.
1
1518
1518
Extra for Insertion of already assembled BG 60 Kg./52 Kg. Trap switch complete set in 53 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.
1
2364
2364
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 of 50mm size in convenient stages including three 54 rounds of 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 and as directed by the Engineer-in-charge. Note : Leading and dumping of ballast will be paid separately under relevant item. c) BG 60 Kg./52 Kg. 1 in 81⁄2 turnout with PSC/ Wooden layout
3
1650
4950
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 of 50mm size in convenient stages including three 55 rounds of 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 and as directed by the Engineer-in-charge. Note : Leading and dumping of ballast will be paid separately under relevant item. d) BG 60 Kg./52 Kg. Trapswitch with PSC/Wooden layout Per Track
1
633
633
Removing the caked muck in between the sleepers of existing BG track by excavating the 59 muck upto the required level to the entire width of sleepers without causing any damage to the track including leading and dumping the excavated muck at specified locations along the alignment within station yard limits with contractor's labour, tools, all lead and lifts etc., complete as directed by the Engineer-in-charge. Per Track
40
42
1680
Removing the existing rails by removing the sleeper connection by declipping the sleeper fastenings and laying the new cut rails of varying lengths under caution order duly leading the cut rails available at nearby locations for maintaining the minimum clearance from weld to weld by the side of glued joints / USFD defective welds to square including leading the released cut rails to the specified places with contractor's labour, tools and plant, all lead and lifts etc., complete as directed by the Engineer-in-charge.
20
31
620
Fabricating and erecting in position BG bufferstop using Railway's released rails, wooden 62 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.
3
12430
37290
Removing the exg. M.S. liners by removing elastic rail clips and inserting the GFN liners and 63 clipping ER clips including leading the GFN liners from existing stacks within 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.
1000
2
2000
Painting the 1 in 12 / 1 in 8 1/2 turnout/ trap switch particulars on rail web with two coats of yellow paint (enamel) to required length by cleaning the surface free from dust and other organic matter and 64 writing the letters to required height with black paint on yellow painted surface as station number, laid on and type particulars for each turnout with all contractor's labour, paint, brushes, tools, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. Note : Unit each turnout consists of painting and writing the letters to required number of stations as directed for each turnout. Per Track
4
245
980
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 66 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).
3
253
759
Removing of broken/seized elastic rail clips from existing Class-II PSC Sleepers without 67 causing any damage to the sleepers including pre-heating of elastic rail clip with Contractor's gas, labour, tools, consumables, transport, all lead and lift etc., complete as per specifications and as directed by the Engineer-in- charge.
1500
15
22500
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 68 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.
12
211
2532
Painting the curve particulars on rail web by painting with two coats of yellow paint enamel to 69 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. Note : Unit 'Each' means 'Each Station'
60
24
1440
Labour assistance for SSE/JE in day to day works ie., checking the curves/straight alignment 71 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 / Un-skilled Supervisor
180
457
82260
Providing and arranging protection at work spot of yards as per provision of IRPWM and 72 G&SR with banner flags/hand signals and whistles to caution for safety of train movement for a minimum period of 12 hours with flexible timings with all contractor's labour, tools etc., complete as per specifications and as directed by the Engineer-in-charge. Note : Unit 'Each' means 'per spot per day' Per Track
10
393
3930
Cutting of 52 kg. / 60 kg. rails to plumb using contractor's hack saw blades and machines to 74 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.
500
54
27000
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 75 etc., as per specifications and as directed by the Engineer-in-charge. Note : i) Penality of Rs.50/- will be levied on Contractor for each wrong hole drilled and the same will be recovered from the bills. ii) Gapless joint should be provided for CMS X-ing joints at heel and toe duly drilling 26.5 mm hole. iii) Champhering of holes should be done in accordance with IRPWM new para number 251 (5) (C.S.No.51). Per Track
1500
36
54000
Maintenance of newly opened BG main line track laid with 52/60 Kg. rails on PSC sleepers 77 with 1540 PSC sleepers per KM or above density for main line, M+4 density for loop line and points and crossings on PSC/Wooden sleepers including picking up slacks, through packing, maintaining the track on straight and curved alignment, level crossing gates, guard rails on bridges with all operations such as examination of rails, sleepers and fastenings, squaring of sleepers, respacing of sleepers, lifting of sags, slewing of track to correct level, gauge and alignment, greasing of gauge face of curves and points and crossings, lubrication of SEJs, packing, boxing of ballast, recouping of P.Way fittings, cess repairs, pre-tamping and post-tamping operations, lifting and lowering of track etc., as per para 224, 226, 229, 233 and 234 of IRPW manual and LWR manual with all contractor's labour, tools, including jacks, rail dollies, supervisors, all lead and lifts involved etc., complete as per the relavant paras of IRPW Manual as per specifications and as directed by the Engineer-in-charge. Note: The rate provided caters for maintaining one running metre of track for a period of one month. If the same stretch is to be attended again for any number of times within a period of one month, no extra payment will be made. The maintenance of BG track & Turnouts will commence from the date of section opened for rail traffic. Note : Unit 'metre/month' means 'TRM per month' Per Track
9300
15
144150
Fabrication and fixing check rails 52 Kg./90R on PSC track sleepers on curves including cutting the bottom flange, drilling holes in the web, supplying and fixing MS bolts and nuts with Railway's packing plates and MS check rail brackets including fixing plate screws, using double coil spring washers with contractor's 80 equipment, labour, tools, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. Note : i) The Rails, MS check rail brackets, packing plates, fish plates, fish bolts and nuts & plate screws will be supplied by Railway free of cost at DSK depot. The Contractor has to transport the same to the work spot by using contractor's vehicles. ii) The contractors should supply MS bolts and nuts to Drg.No.T- 11507 and double coil spring washers. No extra payment will be given to the contractor for MS bolts and nuts. Rate deemed to include all such charges.
150
174
26100
Manufacturing, supplying and stacking MS check rail brackets, bolts & nuts, MS packing plates 81 as per Railway drawings with all contractor's labour, materials, tools, plants, equipments, consumables, lead, lift, etc., complete as per specifications and as directed by the Engineer-in-charge. a) MS brackets to RDSO drawing No: T - 4151.
200
352
70400
Manufacturing, supplying and stacking MS check rail brackets, bolts & nuts, MS packing plates 82 as per Railway drawings with all contractor's labour, materials, tools, plants, equipments, consumables, lead, lift, etc., complete as per specifications and as directed by the Engineer-in-charge. b) MS bolts & nuts to RDSO drawing No: T - 4320.
200
50
10000
Manufacturing, supplying and stacking MS check rail brackets, bolts & nuts, MS packing plates 83 as per Railway drawings with all contractor's labour, materials, tools, plants, equipments, consumables, lead, lift, etc., complete as per specifications and as directed by the Engineer-in-charge. c) MS packing plates to RDSO drawing No: T - 4150 (approx. size 100 x 75 x 20 mm).
200
36
7200
Fabricating and cutting at ends to required shape as required for maintaining gap and 85 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.
6
89
534
Fabricating, supplying and fixing curve / LWR boards for curves / SEJs with Contractor's MS sheet 14 Gauge (2mm thick) of size 600x450mm, including cutting the plate and fixing to Railway's Tie bar / Angle 86 sections by welding the board to tie bar/angle including painting the board with two coats of yellow paint enamel over priming coat including writing curve details like Curve No., Degree, Radius and SE etc., with black enamel paint as per Railways drawings/ IRPWM and fixing in CC 1:3:6 of size 300x300x450mm including excavation of pits with all contractor's materials (except tie bar /angles) labour, tools, plant, paint with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge.
6
363
2178
Supplying and stacking on Railway ground alongside the alignment at specified locations/at depot machine crushed, clean, hard, angular and durable stone ballast for Railway track not inferior in quality to the approved samples including collection from out side 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 alignment, 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 1 of sieve analysis as 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 in specifications of track ballast 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 of 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 for abrasion, impact and water absorption value as per provisions of "Specification of track ballast, IRS-GE-1, 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 will be summarily rejected.
3000
851
2553000
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