Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAccepted-AOC AT PO BARALOTA BY PASS ROAD DALTONGANJ DISTT PALAMU JHARKHAND 822121 | GARHWA | JHARKHAND | 822121 | ₹2.7 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹2.8 CrRejected-Finance 496665 | RAIGARH | CHHATTISGARH | 496665 | ₹2.8 Cr | L2 | Rejected-Finance Not L1 Bidder |
| 3 | L3₹2.9 CrRejected-Finance | ₹2.9 Cr | L3 | Rejected-Finance Not L1 Bidder |
| 4 | L4₹3.0 CrRejected-Finance | ₹3.0 Cr | L4 | Rejected-Finance Not L1 Bidder |
| Sl No | Description | Qty | Unit | Santosh Kumar Singh L2 | SANJAY KUMAR SHARMA L4 | PFPL-SKS(JV) L3 | M/S VIKASH KUMAR TIWARI L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Construction of Embankment with Material obtained from Borrowpits:
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement
of table 300-2. | 4,250 | M3 | 145 ₹6,16,250 | 156 ₹6,63,000 | 70 ₹2,97,500 | 100 ₹4,25,000 |
| 2.00 | 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 | 4,087.5 | M3 | 178 ₹7,27,575 | 185 ₹7,56,187.5 | 115 ₹4,70,062.5 | 100 ₹4,08,750 |
| 3.00 | 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 | 3,400 | M3 | 1,731 ₹58,85,400 | 1,850 ₹62,90,000 | 1,500 ₹51,00,000 | 1,500 ₹51,00,000 |
| 4.00 | 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). | 1,360 | M3 | 2,576 ₹35,03,360 | 2,650 ₹36,04,000 | 2,500 ₹34,00,000 | 1,900 ₹25,84,000 |
| 5.00 | 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 linesand grades as per drawing | 2,677.5 | M3 | 4,771 ₹1,27,74,352.5 | 5,100 ₹1,36,55,250 | 5,300 ₹1,41,90,750 | 5,185 ₹1,38,82,837.5 |
| 6.00 | Construction of Subgrade and Earthen Shoulders (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 | 743.75 | M3 | 178 ₹1,32,387.5 | 205 ₹1,52,468.75 | 150 ₹1,11,562.5 | 100 ₹74,375 |
| 7.00 | 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). | 3,400 | M | 65 ₹2,21,000 | 70 ₹2,38,000 | 200 ₹6,80,000 | 10 ₹34,000 |
| 8.00 | Total impact of GST for the purpose of CTC | 1 | Nos | 42,94,858.5 ₹42,94,858.5 | 45,64,603.12 ₹45,64,603.12 | 43,64,977.5 ₹43,64,977.5 | 40,51,613.25 ₹40,51,613.25 |
Tender Value
₹3.4 Cr
EMD Value
₹4.3 L
Closing Date
11 Feb 2025, 5:00 pmClosed
General Manager, EJ Area
EJ Area Office, Bhowra
Construction of PQC Coal transportation Road at various places under E.J Area.
2025_BCCL_327693_1
BCCL/CIVIL/EJA/2024-25/eNIT/86
Open Tender
Civil Works - Roads
150 days
E.J Area
Please refer Tender documents.
7 documents required · 7 mandatory
₹4.3 L
2 Apr 2026
1 Feb 2025
12 Feb 2025
1 Feb 2025
11 Feb 2025
1 Feb 2025
1 Feb 2025 - 6 Feb 2025
Amount
Construction of Embankment with Material obtained from Borrowpits: Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
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
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
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).
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 linesand grades as per drawing
Construction of Subgrade and Earthen Shoulders (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
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).
Total impact of GST for the purpose of CTC
Santosh Kumar Singh (BID ID -1124820)
PFPL-SKS(JV) (BID ID -1127026)
SANJAY KUMAR SHARMA (BID ID -1125936)
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.05 MB
Tendernotice_1.pdf
PDF • 3.17 MB
BOQ_339649.xls
BOQ • 0.26 MB
Download all tender documents and submit your bid