Tender for ORISSA INDUSTRIAL INFRASTRUCTURE DEVELOPMENT CORPORATION - NTID 31394612
ORISSA INDUSTRIAL INFRASTRUCTURE DEVELOPMENT CORPORATION
Bhubaneswar, Odisha, India
NTID 31394612
- Opening Date : Tue 11th April, 2023
- Closing Date : Mon 10th April, 2023
- ₹ 6013300.00
- NTID 31394612
Construction Of Road From Falcon Marine To Kiss Stadium, Chandaka, Bhubaneswar(part-1).
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
60130.00 -
Document Cost
11800.00 -
Estimated Cost
6013300.00
BOQ Items Total Items : 16 | Total Qty : 7560.11
# | Item | Quantity | Units |
---|---|---|---|
1 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means , spreading, grading to required slope and compacting to meet requirement with cost of all labour, material, conveyance, royality, machinery excluding GST etc. complete as per table 300-2 & Clause 305 of MoSRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. | 1375.00 | Cum |
2 | Construction of Granular Sub-Base by providing Grading-III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density with cost of all labour, material, conveyance, royality, machinery excluding GST etc. complete as per Clause 401 of MoSRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. | 295.00 | Cum |
3 | Construction of Dry Lean Cement(DLC) sub-base over a prepared sub-grade with coarse and fine aggregates confirming to IS:383, the size of coarse aggregates not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 Kg/ cum, optimum moisture content 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, laid with a pever with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing including cost of all labour, material, conveyance, royality, machinery excluding GST etc. complete as per direction of the Engineer-in-Charge. | 217.50 | Cum |
4 | Construction of un-reinforce, dowel jointed at expansion & construction joint only using steel @ 10.10 Kg./ Cum. approximately or as per approved design & drawing, PCC pavement as per design of M-30, over a prepared sub-base with 43graded cement, coarse & fine aggregates confirming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a batching and mixing plant as per approved mix design, transport to site laid to proper grade & camber, spreading the concrete with shovels, rakes, compacted using needle, sceed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, joint filler, separation memberance, sealant primer, joint sealant primer, joint sealant, debonding strip, dowel bar , tie rod, admixture as approved as per the direction of Engineer-in-charge. | 412.50 | Cum |
5 | Earth work in excavation of foundation trenches in all kinds of soil including moorum stoney earth and earth mixed with boulders except sheet rock and boulders requiring blasting including dressing of sides and leveling the bed upto the required depth and depositing the excavated materials away from the work site with all leads and lifts, including shoring, shuttering & dewatering (if required) with cost of labour, hire & running charges of water pumps sundries & T & P required for the work complete as directed by the Engineer in charge. | 1375.00 | Cum |
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