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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC | L1 | Accepted-AOC AOC done | |
| 2 | L2₹6.1 L+₹72,761.40 (13.7%)Rejected-Finance | L2 | Rejected-Finance Due to L2 Bidder | |
| 3 | L3₹6.2 L+₹85,790.79 (16.1%)Rejected-Finance HIMACHAL PRADESH HP | L3 | Rejected-Finance Due to L3 Bidder |
Tender Value
₹5.3 L
EMD Value
₹10,600
Closing Date
12 Aug 2022, 11:00 amClosed
Executive Engineer
Division Nalagarh
.
2022_PWD_63326_1
NIT No. 5643-47 dated 20-07-2022
Open Tender
Civil Works
Item Rate
180 days
Nalagarh
4 documents required · 4 mandatory
₹350
₹10,600
10 Feb 2023
1 Aug 2022
12 Aug 2022
1 Aug 2022
12 Aug 2022
1 Aug 2022
Amount
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- Il as per Technical specification Clause 405 (63 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.
Excavation in foundation, trenches etc. in earth work lift up to 1.50 cm stacking the excavation soil not more then 3 metersclearfrom the edge of the excavation and then returning the stacked soil in 15 cm layers, when required in to plinth sides of foundations. Consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 meters within all leads and lifts and other incidentials.
P/L Cement Concrete 1:4:8 and curing complete including form work. as per drawing and technical specifications Clause 802,803 & 1202 and 1203. , including loading un-loading and carriage by all means with in all leads and lifts and as per entire satisfaction of the Engineer-in-charge.
Providing weep holes in brick masonry/ plain reinforcement cement concrete, abutment wing walls return wall with 100 mm dia PVC pipe extending through the fullwidth of structure with slope of 1 (V) : 20 (H) Towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7. with in all leads and lifts and as per entire satisfaction of the Engineer-in-charge.
Back filling behind abutments wing walls, retaining walls complete as per drawing and technical specification clause 1204. 3.8. and with in all leads and lifts and as per entire satisfaction of the Engineer-in-charge.
Inder Singh Thakur
Sh. Bhupinder Singh Badi S/o Sh. Kishan Singh
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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