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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC | ₹3.6 L Quoted ₹3.7 L | L1 | Accepted-AOC AOC |
| 2 | L2₹3.7 L+₹5,199.60 (1.41%)Rejected-Finance | ₹3.7 L+₹5,199.60 (1.41%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹3.8 L+₹8,681.10 (2.36%)Rejected-Finance | ₹3.8 L+₹8,681.10 (2.36%) | L3 | Rejected-Finance Rejected |
| 4 | Not Admitted-Fee/PreQual/Technical CONTRACTOR WARD NO 10 DEVINAGAR PAONTA SAHIB DISTRICT SIRMOUR H P | SIRMAUR | HIMACHAL PRADESH | 173001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Himalaya Enterprises L3 | Ruhal L1 | Sudesh Kumari L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches etc. in earth work lift upto 1.50mtr. Stacking the excavated soil not more then 3mtr. Clear from the edge of excavation & then returning the stacked soil in 15cm layers when reguird in to plinth side of foundation etc. consolidation each deposited layer by ramming & watering & then disposing of all surplus excavated earth as directed with in a leads of 20mtr. (P/J work) | 12.15 | P/Cum | 650 ₹7,897.5 Lowest | 670 ₹8,140.5 | 650 ₹7,897.5 Lowest |
| 2.00 | Providing form work with steel 3.15 mm thick welded with angle iron 30x30x5mm so as to give rough finish i/c centring shuttering and propping etc. with wooden bettens & Ballies, height or propping & centering below supporting floor to ceiling not exceeding 4mtr. 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 in charge. Vertical surface. | 103.38 | P/Sqm | 550 ₹56,859 | 480 ₹49,622.4 Lowest | 500 ₹51,690 |
| 3.00 | Providing and laying cement concrete :1:5:10 (1:cement: 5sand: 10 grade stone aggregate, 40mm nominal size) with 15% plum and curing complete cost of form in retaining wall/breast walls, of plums shall usually be 150mm to 300 mm as per HP PWD specifications. | 33.75 | P/Cum | 9,250 ₹3,12,187.5 | 9,200 ₹3,10,500 Lowest | 9,300 ₹3,13,875 |
Tender Value
₹3.6 L
EMD Value
₹7,200
Closing Date
9 Sept 2025, 11:00 amClosed
Executive Engineer
Jal Shakti Division PontaSahib
C/O Retaining wall to protect the FIS Kuhal at RD, 0/0 to 20.00mtrs Village Amboya
2025_HPIPH_113648_1
PVT-SMR02-720 No.11455-11554 dated 27.08.2025
Open Tender
Civil Works
Item Wise
90 days
Amboya
Please refer to Tender documents
8 documents required · 8 mandatory
₹500
EE JSV PontaSahib
₹7,200
3 Jul 2026
3 Sept 2025
10 Sept 2025
3 Sept 2025
9 Sept 2025
3 Sept 2025
3 Sept 2025 - 9 Sept 2025
Amount
Excavation in foundation, trenches etc. in earth work lift upto 1.50mtr. Stacking the excavated soil not more then 3mtr. Clear from the edge of excavation & then returning the stacked soil in 15cm layers when reguird in to plinth side of foundation etc. consolidation each deposited layer by ramming & watering & then disposing of all surplus excavated earth as directed with in a leads of 20mtr. (P/J work)
Providing form work with steel 3.15 mm thick welded with angle iron 30x30x5mm so as to give rough finish i/c centring shuttering and propping etc. with wooden bettens & Ballies, height or propping & centering below supporting floor to ceiling not exceeding 4mtr. 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 in charge. Vertical surface.
Providing and laying cement concrete :1:5:10 (1:cement: 5sand: 10 grade stone aggregate, 40mm nominal size) with 15% plum and curing complete cost of form in retaining wall/breast walls, of plums shall usually be 150mm to 300 mm as per HP PWD specifications.
Sudesh Kumari (BID ID -552541)
Himalaya Enterprises (BID ID -552586)
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