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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 LAccepted-AOC | L1 | Accepted-AOC Tender alloted to the agency | |
| 2 | L2₹11.3 L+₹35,140 (3.20%)Rejected-Finance | L2 | Rejected-Finance Rate on Higher Side | |
| 3 | L3₹11.6 L+₹57,440 (5.23%)Rejected-Finance | L3 | Rejected-Finance Rate on Higher Side | |
| 4 | Rejected-Technical | - | Rejected-Technical Technical Bid found Non Responsive |
Tender Value
₹14.3 L
EMD Value
₹30,000
Closing Date
11 Jan 2022, 5:00 pmClosed
Executive Engineer Bhiwani/Superintending Engineer
PWD B and R office Bhiwani
Special repair by providing and laying C.C. Block on Khanak Ratera road from Km. 6.00 to 6.20 in Bhiwani District. (Road ID No. 2125) (SCSP Scheme)
2021_HRY_201074_1
BWN/Rs.14.30 Lacs/S/r by Khanak Ratera road in BWN
Open Tender
Civil Works - Roads
Works
60 days
Bhiwani
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
₹30,000
9 Feb 2022
22 Dec 2021
12 Jan 2022
22 Dec 2021
11 Jan 2022
22 Dec 2021
Amount
Construction of Embankment CBR 8% (for Re-construction) with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, 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 (Based on HSR 17.6)
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300- 2.as per technical clause 305 of MORT&H specifications. (Use Excavated earth)(HSR 17.7) (Excavation Earth will be use on berm).
Providing & laying 150 mm Granular Sub-Base with Coarse Graded Material - Grading-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 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
Providing and laying of cement concrete blocks of size 0.450 m x 0.300 m x 0.15 m of cement concrete (C.C) M30 grade and spreading 25 mm thick sand underneath filling joints with sand on existing W.B.M. base as per technical specification clause 1503 (HSR 17.66.1)
NY CONSTRUCTION COMPANY
M/s Satender & Company
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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