Rail Vikas Nigam Limited Tender
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Costs
EMD
₹ 13,93,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of W/r Wall, U- Trough Wall Of 5 Nos. Bridges, Approach Road Of 2 Rubs And Approach Road Of 3 Halts And Other Misc. Work From Gonpura To
Description
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Contact
Tender Id
PNBE-NEO-JTDM-MISC-SLT-3-PIU-PATNA-CIVIL/RVNLTender No
PNBE-NEO-JTDM-MISC-SLT-3Tender Authority
Rail Vikas Nigam Limited ViewPurchaser Address
-Website
http://ireps.gov.in
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BOQ Items
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2001Earth work in excavation in foundation of bridges to desired profile. Payment for backfilling shall be made separately. 2001 (a)Soil excluding rock.
1601.64
309
496252.14
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Providing and laying M 10 cement concrete in foundation and floor using well graded stone aggregate of 40 MM nominal size.
130.09
5803
754916.17
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Providing and laying design mix control concrete M20/M25 in piers, retaining walls, wing walls, return walls, bottom/top plug of wells and protection work etc. using well graded stone aggregate of 40 MM/20 MM nominal size.
60.62
8613
522162.49
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"Providing and laying Design mix control concrete M25/M30/M35/M40 in cast-in-situ RCC works of raft, pile cap, pier, abutment, well steining, RCC well kerb, well cap, pier cap, Jacketing, dirt wall, return wall, wing wall, fly wing wall, retaining wall, approach slab, foot path slab, wearing 4 course, ballast retainers, RCC railing, inspection platform, pedestal, boxes and other miscellaneous works using well graded stone aggregate of 20 MM nominal size. Note: Extra @ 32% of the rate for concreting done for the jacketing work under this item shall be payable and shall deem to include cost of surface preparation, drilling of holes, insertion of dowel bars and grouting of holes etc. required for the work but exclude cost of dowel bars which shall be payable separately under relevant BOQ item."
1054.75
10030
10579237.43
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Providing and laying dry stone backing behind abutments, wing walls, return walls, RCC boxes with stones not less than 15 CM in any direction and not less than 15 KG (except smaller boulders required for filling voids) in weight.
681.33
2022
1378139.82
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Providing and laying backfill material behind boulder filling of abutments, wing walls, return walls consisting of granular materials of GW, GP, SW groups as per IS 1498-1970 in required profile .
1947.44
2495
4858862.8
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Providing and laying 300 MM thick dry stone pitching in flooring, exposed slopes, etc. with boulders of not less than 30 KG each in weight, hand packed with surface levelled off to the correct section with hammer dressing as necessary including filling the gaps with quarry spalls.
588.36
1891
1112965.31
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Providing two coats of coal tar epoxy of 150 to 200 microns on R.C.C. substructures of bridges by roller or by airless spray after surface preparation.
813.72
220
179140.46
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Supplying and filling sand in well/Box Culvert etc. of approved quality in layers of 300 MM including watering, ramming.
66.73
1458
97314.36
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Providing and fixing of 100 MM dia PVC pipe for weep holes in abutments, wing walls, return walls, face wall, retaining wall etc at suitable intervals as directed by the Engineer-in-charge.
158
280
44353.76
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"Supplying TMT Fe-500/Fe-500D* reinforcement steel conforming to IS:1786-1985 1 including decoiling, straightening, cutting, bending, placing in position, binding with 1MM dia GI binding wire. Note : 1. Reinforcement, shall be measured in length for different diameters used in the works and then paid as per standard weights as per IS 1732. Wastages, overlaps, coupling, welded joints, space bars, chairs and binding wire shall not be measured and cost of these items shall be deemed to be included in the rates. 2. * For seismic zone III, IV & V, only TMT Fe-500D steel shall be used. 3. Payment will be made on completion of scope of the item and the same is not linked to concreting. "
106.88
84932
9077592.01
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(Civil New Item NI-1)Construction of granular sub-base by providing close graded 1 Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per speciafications and directions of Engineer-in-Charge.
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4482318.98
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(Civil New Item NI-2) Construction of Dry Lean Cement (DLC) concrete subbase over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation 2 after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture conten to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, comacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per diection of Engineer-in-charge. NOTE: Payment of cement is included and cement content should not be less than 150kg/cum.
532.59
4148
2209529.5
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(Civil New Item NI-3) Pavement Quality Control (PQC)- 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 aproportions 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 3 surface vibrators, levelling to required slope/ camber, 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.
712.23
11098
7904649.04
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