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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 LAccepted-AOC | L1 | Accepted-AOC Found Lowest Contractor | |
| 2 | L2₹14.1 L+₹2.0 L (16.2%)Rejected-Finance | L2 | Rejected-Finance Not Found Lowest | |
| 3 | L3₹14.6 L+₹2.4 L (20.2%)Rejected-Finance | L3 | Rejected-Finance Not Found Lowest | |
| 4 | L4₹15.0 L+₹2.9 L (23.6%)Rejected-Finance | L4 | Rejected-Finance Not Found Lowest |
Tender Value
₹20.6 L
EMD Value
₹38,460
Closing Date
23 Nov 2021, 11:00 amClosed
Executive Engineer
Jal Shakti Division Paonta Sahib Distt. Sirmour HP
C/O RCC Blocks on downstream side of cutoff wall near steel plant.
2021_HPIPH_53648_1
PNT-SMR02-720 No. 12662-12761 Dated 12-11-2021
Open Tender
Civil Works
Item Rate
90 days
Paonta Sahib
Please refer to tender documents
7 documents required · 7 mandatory
₹400
₹38,460
Yes
3 Mar 2022
16 Nov 2021
23 Nov 2021
16 Nov 2021
23 Nov 2021
16 Nov 2021
16 Nov 2021 - 23 Nov 2021
Amount
Excavation in foundation and trenches etc.in earth work in all kinds of soil such as pick work ,jumper work decomposed conglomerate saturated soil soft and hard rock upto all leads lifts stacking the excavated soil not more than 3mtr.clear from the edge of excavation and then returning the stacked soil in consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads lifts and as per directions of the Engineer-incharge
Providing and laying cement concrete 1:5:10(1cement:5 Sand:10 graded stone agg.40mm nominal size)and curing complete excluding the cost of form work in Retaining wall/Breast wall the sie of plums shall usually be 150 mm to 300 mm as per PWD specification including all leads,lifts and carriage of material and as per the directions of Engineer-in-charge.
Providing and laying cement concrete 1:1.5:3(1cement:1.5sand: 3 graded stone agg.40mm nominal size)and curing complete excluding the cost of form work in foundation & plinth including all leads lifts and carriage of material and as per the directions of Engineer-in-charge.
Providing form work with steel sheets 3.15mm thick welded with angle iron 30x30x5 mm so as to give rough finish i/c centring shuttering structing and propping etc. with wooden bettens & Ballies, height or propping & centering below supporting floor to ceiling not exceeding 4 mtr.and removal of the same for insitu RCC work and PCC work.including all leads lifts and carriage of material at site & as per direction of Engineer incharge in:-
a) Vertical wall of any thickness .
Providing mild steel/tor steel for rainforcement for RCC work including bending binding and placing in position complete upto floor two level the Engineer-in-charge.
Taj Mohd
Shamshad Ali Contractor
Yamin
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