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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.6 CrAccepted-AOC BALIAPUR DHANBAD | DHANBAD | JHARKHAND | 818142 | ₹1.6 Cr Quoted ₹1.4 Cr | 1 | Accepted-AOC L1 bidder |
| 2 | 2₹1.5 Cr+₹13.9 L (10.3%)Rejected-Finance | ₹1.5 Cr+₹13.9 L (10.3%) | 2 | Rejected-Finance L2 bidder |
| 3 | 3₹1.6 Cr+₹27.8 L (20.6%)Rejected-Finance | ₹1.6 Cr+₹27.8 L (20.6%) | 3 | Rejected-Finance L3 bidder |
| Sl No | Description | Qty | Unit | MAN MOHAN GROVER L1 | GOUTAM CONSTRUCTION L2 | SRI VENKATESHWARA ENTERPRISES L3 |
|---|---|---|---|---|---|---|
| 1.00Construction of PQC Road. | ||||||
| 1.01 | Construction of Subgrade :
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 : By vibratory roller | 1,710 | M3 | 150 ₹2,56,500 Lowest | 210 ₹3,59,100 | 226.25 ₹3,86,887.5 |
| 1.02 | Granular Sub-Base with Close Graded Material (Table:- 400-1)By Mix in Place Method Construction of granular sub-base by providing close graded material, 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, complete as per clause 401 for grading- I Material | 1,710 | M3 | 1,100 ₹18,81,000 Lowest | 2,000 ₹34,20,000 | 2,157.91 ₹36,90,026.1 |
| 1.03 | Dry Lean Cement Concrete Sub- base (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 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 paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) | 755 | M3 | 2,800 ₹21,14,000 Lowest | 3,050 ₹23,02,750 | 3,275.08 ₹24,72,685.4 |
| 1.04 | Cement Concrete Pavement (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 | 1,473.75 | M3 | 6,000 ₹88,42,500 | 5,600 ₹82,53,000 Lowest | 6,059.72 ₹89,30,512.35 |
| 1.05 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | 520 | M3 | 100 ₹52,000 Lowest | 150 ₹78,000 | 226.25 ₹1,17,650 |
| 1.06 | Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres). | 600 | M3 | 70 ₹42,000 Lowest | 75 ₹45,000 | 83.33 ₹49,998 |
| 2.00Construction of central iceland for Roratary | ||||||
| 2.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 6.37 | M3 | 150 ₹955.55 Lowest | 165 ₹1,051.1 | 173.43 ₹1,104.8 |
| 2.02 | 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.64 | M3 | 5,500 ₹3,503.68 | 5,286.55 ₹3,367.7 Lowest | 5,556.69 ₹3,539.79 |
Tender Value
₹1.8 Cr
EMD Value
₹2.3 L
Closing Date
26 Nov 2022, 5:00 pmClosed
General Manager Bastacolla Area
Office of the General Manager Bastacolla Area.
Construction of PQC Road from Turia Patty to Dobari Checkpost at Bera Colliery under Bastacolla Area
2022_BCCL_262428_1
BCCL/BA/ACE/ENIT/2022-23/21
Open Tender
Civil Works - Roads
Item Rate
150 days
Bastacolla Area
Refer to NIT
6 documents required · 6 mandatory
₹2.3 L
11 Nov 2025
16 Nov 2022
28 Nov 2022
16 Nov 2022
26 Nov 2022
16 Nov 2022
16 Nov 2022 - 21 Nov 2022
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tech_eval.pdf
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