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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.3 LAccepted-AOC | L1 | Accepted-AOC AOC DONE | |
| 2 | L2₹14.1 L+₹2.8 L (24.7%)Rejected-Finance V P O DARINI TEHSIL SHAHPUR HIMACHAL PRADESH 176206 | DARINI | KANGRA | HIMACHAL PRADESH | 176206 | L2 | Rejected-Finance Non-Responsive due to L2 Bidder | |
| 3 | L3₹19.4 L+₹8.1 L (71.7%)Rejected-Finance | L3 | Rejected-Finance Non-Responsive due to L3 Bidder | |
| 4 | L4₹20.6 L+₹9.3 L (82.5%)Rejected-Finance | L4 | Rejected-Finance Non-Responsive due to L4 Bidder | |
| 5 | L5₹21.3 L+₹10.0 L (89.0%)Rejected-Finance | L5 | Rejected-Finance Non-Responsive due to L5 Bidder |
Tender Value
Refer Docs
EMD Value
₹16,800
Closing Date
8 Oct 2021, 11:00 amClosed
Executive Engineer HP.PWD. Division Nalagarh
Executive Engineer HP.PWD. Division Nalagarh
.
2021_PWD_52838_1
TA-7040-44 Dt.18.09.2021
Open Tender
Civil Works
Item Rate
16800 days
Nalagarh
Please refer Tender documents.
4 documents required · 4 mandatory
₹350
₹16,800
17 Feb 2022
1 Oct 2021
8 Oct 2021
1 Oct 2021
8 Oct 2021
1 Oct 2021
Amount
W.B.M. Grade – I 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 stone 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 size.)
Providing and laying of interlocking concrete block pavement having thickness 80 mm as per technical specification clause 1504. Chapter 80 ..within all lead and lifts and carriage of materials as per the direction of the Engineer in-charge.
Plain Cement concrete M-20(1:2:4) nominal mix ) in leveling course below open foundation of Head walls as per drawing and technical specification clause802,803 1202 and 1203. .within all lead and lifts and carriage of materials as per the direction 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.within all lead and lifts and carriage of materials as per the direction of the Engineer in-charge.
Akshay Kumar
RISHABH SHARMA
shubham govt.contractor
MANPREET KUMAR GOVT. CONTRACTOR
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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