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NTID 39824192
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Construction Of Balance Work O, Amarkantak - Tender Details
Explore tender information for Construction Of Balance Work O in Amarkantak, including eligibility, deadlines, and bid specifics.
Madhya Pradesh Urban Development Company Limited
Amarkantak, Madhya Pradesh, India
NTID 39824192
- Opening Date : Tue 15th April, 2025
- Closing Date : Tue 15th April, 2025
- ₹ 0.00
- NTID 39824192
Key Values: Document Cost: 12500.00 | EMD: 159561.00 | Estimated Cost: 0.00
Tender Description
Construction Of Balance Work Of Chandia Town Under Mini Smart City Scheme
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
159561.00 -
Document Cost
12500.00 -
Estimated Cost
Refer Documents
BOQ Items Total Items : 97 | Total Qty : 31937.21
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Construction of Embankment/Sub grade/ earth shoulders, as per clause 305 & its sub-clauses, Where required but with approved materials/ soil like morrum CBR value not less then 7% i/c all lead & lifts i/c excavation, cost of atering,compaction and aintenance of surface during construction to ensure shedding & preventing ponding of water (clause 305.3.6) shaping & dressing clause 305.3.7), finishing etc. complete but excluding scarifying existing granular/ bituminous road surface vide clause 305.6. | 1800.00 | cum |
| 2 | Crusher Run Macadam Base Providing&layingcrushedstoneaggregate, onapreparedsurface,spreadingandmixingwithamotorgrader, watering and compacting withavibratory roller as per clause 407 of the specifications For 53 mm maximum size | 500.00 | cum |
| 3 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383,.paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per relevant clauses of section-600 | 525.00 | cum |
| 4 | Construction of dowel jointed, plain cement concrete pavement in M-30 grade concrete over a prepared sub base with 43 or higher grade cement, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar and tie rod, admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC- 15 2002 and as per relevant clauses of section-602 of of MORTH specifications complete but excluding cost of steel in dowel bar & tie rod etc.. | 800.00 | cum |
| 5 | Steel for Dowel bars & Tie Bars Concrete Apron for Bus Parking of Bus Stand (i) 8280Sqm, | 1.45 | MT |
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