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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-AOC | L1 | Accepted-AOC Accept | |
| 2 | L2₹7.6 L+₹47,135 (6.65%)Rejected-AOC VILLAGE DHANI KISHANLAL SIWANI BHIWANI 127046 | BHIWANI | HARYANA | 127046 | L2 | Rejected-AOC Accept | |
| 3 | L3₹8.8 L+₹1.7 L (23.8%)Rejected-AOC 01 18 19 ANANDVAN ROW HOUSE LAM ROAD NASHIK ROAD NASH IK ROAD SAUBHAGYA NAGAR NASHIK MAHARASHTRA 422101 | NASHIK | MAHARASHTRA | 422101 | L3 | Rejected-AOC Accept | |
| 4 | L4₹10.3 L+₹3.2 L (44.9%)Rejected-AOC 1077 SECTOR 16 AND 17 125001 | HISAR | HISAR | HARYANA | 125001 | L4 | Rejected-AOC Accept | |
| 5 | Rejected-Technical VPO KHARAK KALAN TEHSIL DISTT BHIWANI HR | BHIWANI | BHIWANI | HARYANA | - | Rejected-Technical Non-Responsive |
Tender Value
₹10.3 L
EMD Value
₹20,548
Closing Date
10 Oct 2023, 5:00 pmClosed
LOKESH DAGAR
PD Bhiwani
Balance work of special repair of road cut made by Public Health Deptt on Barwa to Gawar on NH-52 internal road ( Barwa Mor to Siwani Civil Hospital ) in Bhiwani District. ( Balance Work)
2023_HRY_317558_1
2023B8FA2519 4852 445F 80DD BF9D47479737612BAR
Open Tender
Civil Works
Works
30 days
BARWA
Balance work of special repair of road cut made by Public Health Deptt on Barwa to Gawar on NH-52 internal road ( Barwa Mor to Siwani Civil Hospital ) in Bhiwani District. ( Balance Work)
2 documents required · 2 mandatory
₹1,000
₹20,548
Yes
22 Nov 2023
4 Oct 2023
11 Oct 2023
4 Oct 2023
10 Oct 2023
4 Oct 2023
Amount
[17.15.1]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2)Construction of granular sub-base by providing coarse 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.of MORTandH specifications 1. Grading I material
[17.44]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, as per clause 601 of MORT&H specifications
[17.45]Cement Concrete Pavement Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixer 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, complete as per clause 602 of MORT&H specifications.
[17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications.
THE SHEETAL CO-OP MULTI PURPOSE SOCIETY LIMITED
MANISH CONSTRUCTION COMPANY
M/s Hisar Construction Company
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