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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.3 CrAccepted-AOC AT PO MODIPADA DIST SAMBALPUR PIN 768002 | SAMBALPUR | ODISHA | 768002 | ₹4.3 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹4.8 Cr+₹49.7 L (11.6%)Rejected-Finance | ₹4.8 Cr+₹49.7 L (11.6%) | 2 | Rejected-Finance L2 |
Tender Value
₹4.4 Cr
EMD Value
₹8.8 L
Closing Date
21 Nov 2019, 4:00 pmClosed
O/o CE and BM, UMB, Burla
O/o CE and BM, UMB, Burla
Construction of internal cement concrete road in R and R Colony at Solpali and Garmunda village under Sambalpur Municipal Corporation in Sambalpur District for Additional Spillway Project of Hirakud Dam.
2019_CEBBU_56872_1
NCB-01/OR DRIP (UMB)-01/2019-20
National Competitive Bid
Civil Works - Roads
Item Rate
120 days
Hirakud
Please Refer Tender Documents
2 documents required · 2 mandatory
₹10,000
₹8.8 L
12 Feb 2020
22 Oct 2019
22 Nov 2019
22 Oct 2019
21 Nov 2019
22 Oct 2019
22 Oct 2019 - 6 Nov 2019
Amount
Earth work in excavation by mechanical means in all kinds of soil including stony earth, gravel, moorum, D.I. rock, with interspread boulders up to 0.5 cum in volume including trimming the slopes and bed to proper level & profile and disposal of useful soil in scientifically approved surface in filling section to receive compaction and removal of un-useful soil away from work site as directed by the Engineer in charge with all leads, lifts, delifts, loading and unloading, cost component including the cost of tools and plants, all materials, with mobilisation and demobilisation and construction and maintenance of haul road, cost of all labour and supervision charges, supplying and maintenance of equipment with operation and maintenance charges with all incidental charges excluding GST to complete the item of work as per design, drawing, specification & direction of the Engineer-in-charge.
Filling foundation and plinth with filling sand well-watered and rammed for preparation of bed for laying concrete including cost, conveyance, royalties, labour with T&P and all other incidental charges but excluding GST etc. complete as per direction of Engineer -in - charge.
Cement Concrete M-15 using 40 mm size downgraded hard granite crusher broken coarse aggregate of approved quality from approved quarry free from weathered skin & flakes with rigid & smooth centering and shuttering for C.C. works including false work and dismantling the same after casting including curing, all cost, conveyance, royalty, labour with T&P and all other incidental charges excluding GST etc. complete as per direction of Engineer -in - charge.
Cement Concrete M-25 using 20 mm size downgraded hard granite crusher broken coarse aggregate of approved quality from approved quarry free from weathered skin & flakes with rigid smooth centering and shuttering for C.C. works including false work and dismantling the same after casting including curing, all cost, conveyance, royalty, labour with T&P and all other incidental charges excluding GST etc. complete as per direction of Engineer -in - charge.
Filling in foundation and plinth with excavated materials including watering and ramming including all cost, conveyance, royalty, labour with T&P and all other incidental charges excluding GST etc. complete as per direction of Engineer -in - charge.
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, 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 150kg/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 batching plant, transported to site, laid with a paver and compacting with vibratory roller, finishing and curing as per Clause 601 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including all cost, conveyance, royalty, labour with T&P and all other incidental charges excluding GST etc. complete as per direction of Engineer -in - charge.
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS:383, 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, 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, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and as per Clause 602 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including curing, all cost, conveyance, royalty, labour with T&P, and all other incidental charges excluding GST etc. complete as per direction of Engineer -in - charge.
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