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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAccepted-Finance | L1 | Accepted-Finance Due to L1 Bidder | |
| 2 | L2₹3.4 L+₹67,527.50 (24.6%)Rejected-Finance | L2 | Rejected-Finance Due to L2 Bidder | |
| 3 | L3₹3.6 L+₹83,590 (30.5%)Rejected-Finance | L3 | Rejected-Finance Due to L3 Bidder | |
| 4 | L4₹3.9 L+₹1.1 L (41.8%)Rejected-Finance | L4 | Rejected-Finance Due to L4 Bidder | |
| 5 | L5₹3.9 L+₹1.2 L (42.3%)Rejected-Finance HIMACHAL PRADESH HP | L5 | Rejected-Finance Due to L5 Bidder |
Tender Value
₹3.1 L
EMD Value
₹6,200
Closing Date
18 Jul 2022, 11:00 amClosed
Executive Engineer
Division Nalagarh
.
2022_PWD_62561_1
NIT No. 4853-57 dated 28-06-2022
Open Tender
Civil Works
Item Rate
180 days
Nalagarh
4 documents required · 4 mandatory
₹350
₹6,200
21 Jul 2022
8 Jul 2022
18 Jul 2022
8 Jul 2022
18 Jul 2022
8 Jul 2022
Amount
Preparation of sub grade by dressing to camber ( Earth work for the cutting involved for sub grade paid for separately depending upon the classification of soil completed as per HP PWD specification . with in all leads and lifts and as per entire satisfaction of the Engineer-in-charge.
Consolidation of sub grade with power road roller including making good the undulation etc. and rerolling the sub grade completed as per HP PWD specification .with in all leads and lifts and as per entire satisfaction of the Engineer-in-charge.
Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three Wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming crushable screening/binding materials to fill up the interstices of course aggregate, watering and compacting to the required density Grading- I as per Technical specification Clause 405 (90 to 45 mm) with in all leads and lifts and as per entire satisfaction of the Engineer-in-charge.
Construction of unlined surface drain of average cross -section area 0.40Sqm in soil to specified lines ,grades, levels and dimension . Excavated material to be used in embankment with lift up to 3.00 mtr and lead of 50 mtr as per Technical specification clause 307.
naresh kumar govt. contt.
SOM NATH THAKUR
DALEEP SINGH GOVT CONT
Sh. Bhupinder Singh Badi S/o Sh. Kishan Singh
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