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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.2 LAccepted-AOC AT NEW MANGARDAHA POST BAHERA P S PIPARWAR DISTT CHATRA JHARKHAND | L1 | Accepted-AOC Quoted rate is 9.25 percent Above | |
| 2 | L2₹60.6 L+₹1.5 L (2.52%)Rejected-Finance AT BOCM COLONY BHELWATAND CHURI DAKRA POST DAKRA P S KHALARI DISTT RANCHI JHARKHAND | RANCHI | JHARKHAND | 829205 | L2 | Rejected-Finance unsuccessful not being lowest bidder | |
| 3 | Rejected-Technical AT BOCM COLONY POST RAY P S KHALARI DISTT RANCHI JHARKHAND | RANCHI | RANCHI | JHARKHAND | - | Rejected-Technical Disqualified due to not submission documents as per clarification sought |
Tender Value
₹54.1 L
EMD Value
₹67,700
Closing Date
15 Mar 2025, 11:00 amClosed
Staff Officer (Civil), PPR Area
GM OFFICE PPR AREA
Strengthening of road from golamber near Ashok workshop turning to weigh bridge no.13 under Ashok OCP, Piparwar Area.
2025_CCL_330206_1
GM(PPR)/Civil/E-tender/2024-25 /3742
Open Tender
Civil Works - Roads
Item Rate
90 days
Ashok workshop turning to weigh bridge no.13
AS PER NIT
5 documents required · 5 mandatory
₹67,700
1 Apr 2025
26 Feb 2025
17 Mar 2025
27 Feb 2025
15 Mar 2025
27 Feb 2025
27 Feb 2025 - 11 Mar 2025
Amount
Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres, cost of watering, rolling & compaction
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 for grading I matrial.
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 for grading II matrial.
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 lines and grades as per drawing
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 rolling with vibratory roller.
Total impact of GST for the purpose of CTC
M/S AFTAB ALAM (BID ID -1134076)
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid
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