Western Dedicated Freight Corridor Tender
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Costs
EMD
₹ 11,93,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Construction Of Rub/lhs (size 2.5 X 2.5 M ) In Lieu Of Lc No. 42 At Ir Chainage 76/18-20 Between Saphale-kelve Road Stations Of Vaitarna-surat Section Of Mumbai Division Of Western Railway In Connection With Western Dedicated Freight Corridor: By Box Pushing Method
Description
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Contact
Tender Id
MUM_N_EN_RUB_at_LC_42-WDFC FIELD UNIT-VALSAD-CIVIL/WDFCTender No
MUM_N_EN_RUB_at_LC_42Tender Authority
Western Dedicated Freight Corridor ViewPurchaser Address
-Website
http://ireps.gov.in
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Documents
BOQ Items
22040-Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, 4 using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.
420
3417
1435366.8
22050-Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using 5 Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. 22052- Wing wall and Return wall
27.55
3522
97057.55
22050- Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using 6 Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. 22054- Approach slab at formation level, Dirt wall/ ballast wall at formation level
204
3470
707933.04
22034- 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
150.53
3387
509950.48
22070- Providing and fixing Weep Holes in Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge.
50
228
11413
24010- Providing and casting machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size 9 including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item.
69.19
3759
260104.58
25020- Providing and applying two coats of coal tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer.
1137.46
134
153318.23
25030- Centering and shuttering including strutting, propping etc. and removal of form 11 for : 25031- All types of bridge sub-structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level
3157.44
619
1956665.57
25070- Supply and using Cement at Worksite 25072- Ordinary Portland Cement 53 grade of approved brands/makes
379.91
7701
2925911.06
25080-Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 25082- Thermo- Mechanically Treated bars of grade Fe-500D or more of approved brands/makes.
115317.86
96
11145471.17
41020-Supplying and fixing HSFG bolts of any dia and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 for bridges and steel structures with contractors labour, tools and plants and lead and lift etc., complete. 15
20000
294
5885200
41071- With Cement Grout. Cost of cement shall be paid extra.
20000
121
2430000
41370-Supplying fabricating and erecting welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round 16 or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer-in-charge. Note: The payment shall be made on the theoretical weight of main components and gusset plates only.
50
100131
5006555
52030-Supply and laying of quarry dust including consolidation, supply of all materials, 17 labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media.
175.5
1097
192542.8
52040-Supply and laying of coarse sand including consolidation with all labour, lead, 18 lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media.
175.5
1984
348327.14
52230-Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 19 1:2 cement and ordinary sand mortar including testing of joints, but excluding earthwork with all labour and material as a complete job. Cement for mortar will be paid separately.(Pipes of 600mm dia and above will be laid using crane/hydra). 52233- 600mm dia.
25
1997
49932.5
52230-Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 20 1:2 cement and ordinary sand mortar including testing of joints, but excluding earthwork with all labour and material as a complete job. Cement for mortar will be paid separately.(Pipes of 600mm dia and above will be laid using crane/hydra). 52234- 900mm dia.
25
4576
114402.25
52070-Grouting of masonry/concrete by injection process duly Sealing of cracks, 21 through nipples complete as per Technical Specification and procedure given in IRBM Para No 209 including necessary admixture. Payment shall be as per use of cement by weight in case of neat cement/cement mortar grouting and weight of Epoxy in case of Epoxy Grouting. (Cement will be paid extra). 52071-Neat Cement Grout with 20% anti shrinkage compound w.r.t. cement.
1000
266
266160
52070-Grouting of masonry/concrete by injection process duly Sealing of cracks, 22 through nipples complete as per Technical Specification and procedure given in IRBM Para No 209 including necessary admixture. Payment shall be as per use of cement by weight in case of neat cement/cement mortar grouting and weight of Epoxy in case of Epoxy Grouting. (Cement will be paid extra). 52073-Epoxy Grout
1000
1508
1508920
52150-Providing and laying of filter media consisting of granular materials of GW, GP,SW groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above bed level with all labour and material complete job as per drawing and technical specification of RDSO Guidelines.
585
3511
2054403
52260-Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours.
1000
80
80600
191020- Insertion of temporary girder in place of formation involving dismantling of track, removal of ballast and neatly stacking for future use, excavation & installation of CC crib or wooden crib at both ends as per approved design in one or more traffic blocks, excavation for creating space for insertion of girder as required, placement of girder by contractor's Crane, tools & plants, filling of earth/sand filled bags at different stages as required, linking of track and connecting with the 25 approaches, ballasting, boxing and packing approach sleepers to make track fit for 20 kmph to the satisfaction of Engineer incharge. Note: 1. The CC Cribs as required and Temporary Girder shall be supplied by Railways at available location. 2. Transportation of Temporary Girder to site shall be paid separately under relevant item. 3. The charges for wooden sleepers/blocks required for matting and bearing as per approved design shall be paid extra as per relevant item. 4. In case bridge timber / channel sleepers are required to be laid on girder, the same shall be paid separately under relevant item. 191022-RH /Temporary girder of length above 16.3m and up to 26.00 using Road crane capacity of 80 MT
2
162786
325573.4
191030-Manufacturing and using wooden sleepers/blocks required for matting and 26 bearing as per approved design for use below and above CC Crib for insertion of Temporary Girder etc.. Note: The item is for one time use and released wooden sleepers/blocks shall be the property of the Contractor.
35
1090
38172.75
191040- Removal of temporary girder, crib on both ends and placing temporary girder on crib / cess away from Railway track as directed by engineer at site under traffic block; filling of 27 Railway's earth by ramming, pulling ballast from stack / adjoining track / same track, laying track, linking with approach track and packing of ballast for opening track at 20 kmph speed, boxing & dressing of cess, ballast profiling etc. Note: If earth is to be brought by contractor from outside, the same will be paid separately. 191042-RH /Temporary girder of length above 16.3m and up to 26.00 using Road crane capacity of 80 MT
2
174620
349241.96
13010-Felling trees of girth (measured at a height of 1.0 m above ground level) including leading and stacking of material within 100m. Note : 1. When stumps are grubbed up in 28 addition, the rates shall be doubled for trees cut and grubbed 2. Payment for grubbing shall only be made where specially ordered. 3. Grubbing shall be ordered only where it is essential to remove the stumps, including the roots, as per specification. 4. Grubbing shall include removal of roots of trees and saplings to a depth of 60cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower. 13012- Girth over 60 cm and up to 1.5m
10
865
8656.6
13040-Providing portable fencing along running track where work is to be done in close vicinity of track, maintaining during execution of work and removing after completion of the work as per direction of the Engineer. Fencing shall consist of self supporting steel angles of size 50mm x 29 50mm x 6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23m x 0.23m x 0.23m placed at c/c distance of 2m along track. 12mm dia rods in three horizontal layers shall be tack welded with angle posts. Note : Released material will be property of the contractor after completion of work. Cost of cement required for CC blocks shall be paid separately. 13041-With provision of one 50mm wide retro-reflective tape in horizontal direction, duly secured/tight with vertical posts.
100
206
20613
13050-Provision of barricading with contractor's bamboos / ballies vertical post of 100mm dia. planted at every 2m interval, projecting at least 1.5m above ground level and driven firmly (minimum 0.5m) inside ground and including painting verticals & horizontals with red luminous 30 paints / strips at alternative bay on barricade. Barricades shall be maintained through out the execution of the work and shall be removed in workman like manner on completion of the work only after instruction of Engineer in-Charge. Note: (1) 60% payment shall be made on provision of barricading at work-site and balance 40% payment after removal of barricades. (2) The released bamboos / ballies shall be the property of the Contractor. 13052-Joining with strong nylon rope in one cross and one horizontal pattern of minimum 5mm dia.
100
94
9444
21180-Conducting chemical analysis of soil samples to determine aggressiveness in relation to attack on concrete / reinforcement including determination of pH value
2
2370
4740.12
21130-Conducting standard penetration test as per IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge
-
-
32
21010-Exploratory drilling of boreholes down to required depth, drilling of 150mm dia. 33 boreholes in all type of soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chiselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area. 21011-0m to 10m
10
2021
20219.6
211200-Hiring of machinery for minor miscellaneous works for short duration including 34 operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site. 211201-JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity
150
702
105384
211210-Arranging labour as and when required by the Engineer in charge, for various 35 works under SSE/P.Way, with contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge.
600
625
375282
211220-Supplying and filling 50 kg size empty cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge 36 approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary.
2000
13
26600
211230-Supply, filling and stacking of sand bags layer by layer filled with Railway 37 Sand/railway quarry dust in Contractor's empty polythene cement bags of 50 kg bags with all contractors labour, tools, plants, lead, lift etc., including stitching the same with machine using polythene thread complete as directed by Engineer-in charge at site.
2000
12
24580
161010-Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, 38 consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) 161012- 52 Kg - 90 UTS - Outside Track
10
182
1824.8
161010-Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, 39 consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) 161014- 60 Kg - 110/90 UTS - On Running Line
25
258
6452.25
161040-Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including 40 chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991. 161041- Outside Track
50
51
2552.5
161040-Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including 41 chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991. 161042-On Running Line
50
63
3167.5
64050-Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge : 64052-Rail section of 52Kg and above
50
90
4500
171040-Loading, unloading and hauling of 52Kg / 60Kg rail more than 13 metre and up to 39 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic and line protection in case road carriage is not possible for different leads and lift up to 5 metre. 171041-For lead up to 500m
-
-
43
171040-Loading, unloading and hauling of 52Kg / 60Kg rail morethan 13 metre and up 44 to 39 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic and line protection in case road carriage is not possible for different leads and lift up to 5 metre. 171042-For lead beyond 500 metre and up to 1 Km
62.5
560
35038.75
172050-Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by 45 road vehicles for different leads. Note: 1. Lead shall be the shortest motorable road length between the points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items. 172056-Lead beyond 50 Km and up to 100 Km
100
447
44735
181020-Dismantling existing check rail of Level Crossing, blocks, bolts & nuts and stacking these in a countable manner near LC, free from any infringements as directed by Engineer incharge.
62.5
160
10046.25
184020-Painting speed breakers with paint of approved quality & colour over the Bituminous/ Concrete surface near approaches to level crossing. 184021-With enamel paint (two coats)
50
132
6640
184020-Painting speed breakers with paint of approved quality & colour over the Bituminous/ Concrete surface near approaches to level crossing. 184023-With Hot melt thermoplastic road marking paint
50
192
9609
16.3- Supplying and stacking at site. 16.3.2-63 mm to 45 mm size stone aggregate. 2
150
1097
164682
16.3-Supplying and stacking at site. 16.3.10-Moorum.
50
600
30017
2.26-Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. 2.26.1-All kinds of soil.
1750
70
123602.5
2.25-Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
2500
171
429050
13.51-Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces 13.51.1- One coat
1250
56
70537.5
13.61-Painting with synthetic enamel paint of approved brand and manufacture to give an even shade 13.61.1-Two or more coats on new work
500
88
44420
16.43-Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, 7 finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. 16.43.2-Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer
750
6762
5072070
NS1-Pushing RCC Box of size (4.0m x 2.5 m) making all necessary arrangements of sufficient number of jacks and its consumables like hydraulic oil etc., arrangements for electricity, 1 Generator minimum 30 KVA, arrangements for smooth pushing work, if any, together with all labour and material. The rate includes the cost of operating the jacks, protection of track for any variations in the track geometry, stabilizing the earth using bentonite or other protections. Necessary arrangements like gunny bags filled with sand shall be made to deal with any unexpected requirements. The contractor has to utilize the thrust bed prepared for the purpose of pushing
25
16590
414756.5
NS2-Shoring for the protection against slope failure as per site condition with 2 sufficiently rigid frame of structural sheet i.e. with MS angles, channels, pipes, shets/battens etc. with suitable anchoring arrangements/ fixing as and when required as per instructions of Engineer in Charge.
300
502
150867
NS3-Uncoursed hand-packed DRY RUBBLE FILLING (in work like rubble filling behind abutments etc) without any special dressing of stones. Rate includes loading, unloading, T&P, Transportation, taxes etc. complete.
275
840
231239.25
NS4-Providing SIGNAGE BOARDS of 2mm thick aluminum sheets backing and pasted 4 with retro reflective sheeting of EG (Engineering Grade) on the background with colour, pattern & Designs as per approved drawings and with Signages cut out of retro reflective sheeting of EG (Engineering grade)
20
4037
80744
NS5A-Two round of through packing of track to make the track fitfor 45 kmph (a)After first round of 30 kmmph
200
35
7170
NS5B-Two round of through packing of track to make the track fitfor 45 kmph (b)After second round of 45 kmph
200
28
5756
NS6-Loading/Unloading of railway relieving girder of over all length of 20.4 and above m on rlilway BRN during power and traffic block with the help of road crane of required capacity.This item also include all labour,materials,lead,lift,machinary and equipment,tools and plants etc.
2
212200
424401.82
NS7-Providing & filling machine crushed mixed/metal of size 6mm to 40mm size over 8 embankment after delaunching of RH Girder in traffic & OHE block to strengting of embankment & compaction of machine crushed mixed stone chips/metal etc. to avoid any sudden settlement of traffic during train operation
125
1412
176577.5
NS8-Transportation of RH girder/ CC crib any other railway material required to be transportation
12500
6
85500
NS9-Providing ,fabricating & laying of colour coated Galvalume (Proflex system roofing) material for self supported roofing system (Technology similar to Proflex system provided by M&B engineering Pvt.Ltd., Ahmedabad), Material
900
2153
1938177
NS10-Supplying High strength Deformed Stainless Steel bars Reinforcement confirming to IS 16651- 2017 for RCC work including straightening, cutting, hooking, bending,binding and placing in position for reinforcement including all lead, lift, T&P, labours, taxes etc.complete.
20625
154
3183468.75
NS11-Supply & Fabrication of steel girder spans including its components (Stiffeners, Bracings, Splices, Studs etc.) as per the approved drawings for composite construction of 12 superstructure of the Road Over Bridge with contractor's own Steel confirming to IS: 2062 Grade 250(B) with all welds, HSFG Bolts, nuts bolts, rivets etc. with contractor's own materials, fabrication, machinery, templates, fixtures, equipments tools and plants transportation, skilled/unskilled labour, excise duty., Octroi, sales tax and other taxes, all leads lifts, descent, loading, unloading, crossing one or more Railway track if required etc. complete and as per technical specifications. The rate is inclusive of transportation of fabricated girder parts to site by contractor's own means at his cost. The rate shall also be inclusive of cold straightening of deformed and bent girder parts before their assembly.(The Structural Steel to be used Should be manufactured by SAIL/RINL/TISCO/ESSAR/JINDAL Only.)Work has to be done as per drawings and specifications approved by DFCCIL/ Railway. High quality superior brand of paint should only be used. For Painting prior approval for superior brand / make of the paint should be taken from engineer in charge. Note:1. The fabrication of girders must be got done from RDSO approved firms only. 2. The rate is inclusive of assembly of girder with service bolts as per approved drawing in shop for checking by Engineer's representative and dismantling the same after checking for transportation to the site. 3. Weight of HSFG bolts, Rivets, Welds shall not be considered for payment. Nominal weight of the girder spans including its components (Stiffeners, Bracings, Splices, Studs etc.) as per drawing will only be considered for payment.
50
121302
6065138.5
NS12-Metalizing girder / girder components such as cross girders, top chord channels, bracing etc. of Steel Girder as directed by Engineer with aluminium spray not less than two layers after preparing surface by sand/grit blasting as per provision laid in Appendix VI of IRS B 1179 code 13 (latest alteration) including one coat wash primer (IS-5666) one coat zinc crome primer (IS-104) and t w o coats of aluminium paint (IS-2339) with approved paint conforming to IS specification for fabrication & erection of steel girder bridge (RS B 1-79) as corrected up to date with contractor's own materials, tools, plants labour, loading/unloading, transportation, handling, re-handling if any including all lead, lifts descents, crossing of track/obstruction etc. complete in all respect and as per direction of the Engineer.
400
837
335000
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