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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.6 L+₹13,620 (5.57%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹2.6 L+₹15,220 (6.23%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹2.7 L+₹21,920 (8.97%)Rejected-AOC VILLAGE JALHAKA POST OFFICE AMARPUR TEHSIL PALWAL DISTRICT PALWAL 121102 | FARIDABAD | HARYANA | 121102 | L4 | Rejected-AOC L4 | |
| 5 | L5₹2.7 L+₹27,220 (11.1%)Rejected-AOC H NO 02 NEAR GOVT BOYS SR SEC SCHOOL 121102 | PALWAL | HARYANA | 121102 | L5 | Rejected-AOC L5 |
Tender Value
₹3.3 L
EMD Value
₹7,000
Closing Date
5 Oct 2021, 5:00 pmClosed
Executive Engineer
Executive Engineer, Provincial Division, PWD BandR Br., Palwal
AM of Palwal Alawalpur Mohna Road ID 3570 and 3602 in Palwal Distt.
2021_HRY_189638_1
PWD/Palwal/Short/732/3
Open Tender
Civil Works - Roads
Works
60 days
Palwal
As per DNIT
2 documents required · 2 mandatory
₹500
₹7,000
Yes
Palwal
29 Oct 2021
24 Sept 2021
6 Oct 2021
24 Sept 2021
5 Oct 2021
24 Sept 2021
24 Sept 2021 - 5 Oct 2021
1 Oct 2021
Amount
Civil Works
Providing & laying 150 mm Granular Sub-Base with Coarse Graded Material - Grading-I (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 MORT&H specifications. Grading I material (Based on HSR 17.15.1) Note: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by the engineer.
Construction of 150 mm 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. (HSR 17.44) Note: - Minimum cement content for this item will be 150 kg. per cum of concrete as per approved job mix formula. If the cement content is more than 150 kg /cum, then the extra cement will be incidental to work and nothing shall be payable on this account.
Construction of 250 mm 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. (minimum content of cement 440 kg/cum) (Based on HSR 17.45.6) Note: - Minimum cement content for this item will be 440 kg. per cum of concrete as per approved job mix formula. If the cement content is more than 440 kg /cum, then the extra cement will be incidental to work and nothing shall be payable on this account
Dakshineswari Mahakali Construction
M/s Neptune World
Prahlad Singh
The Tewatia Co-op. L&C Society Ltd.
Umesh
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