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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAdmitted-Finance CHAUHAN BUILDING LOWER PANTHAGHATTI SHIMLA | ₹4.4 L | L1 | Admitted-Finance |
| 2 | L2₹4.5 L+₹6,520.10 (1.47%)Admitted-Finance VILL KATHAYAR PO LARJI TEHSIL SAINJ DISTT KULLU H P | ₹4.5 L+₹6,520.10 (1.47%) | L2 | Admitted-Finance |
| 3 | L3₹4.5 L+₹9,033.32 (2.04%)Admitted-Finance JOGINDER NAGAR | AMRITSAR | PUNJAB | 143001 | ₹4.5 L+₹9,033.32 (2.04%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Rakesh Thakur L2 | DALIP SINGH L1 | ANIL KUMAR RANA L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches in earth work,lifts up to 1.50 meters atacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacking soil in 15cm .layers, when required in to plinths sides of foundations etc, consolidating each deposted layer by ramming and watering and then deposing of all surplus excavated earth as directed with in a lead of 20 metres in all respect with in all leads and lifts as per the direction of Engineer-in-Charge. | 11.92 | Cum | 580 ₹6,913.6 | 550 ₹6,556 Lowest | 596 ₹7,104.32 |
| 2.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish I/c centring,shuttering,strutting and propping etc.with wooden battens and ballies,height of propping and centring below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for insitu-reinforced concrete & plain concrete work in:- | ||||||
| 2.01 | Vertical surfaces such as walls (any thickness & shape), partitions and the like including attached pillasters, buttress,plinth and string courses and the like. | 53.75 | Sqm | 550 ₹29,562.5 | 540 ₹29,025 Lowest | 596 ₹32,035 |
| 3.00 | Providing and laying cement concrete 1:5:10 (1 cement:5:sand:10 graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining wall/breast wall, the size of plum shall usually be 150mm to 300mm as per the direction of Engineer-in-Charge.. | 37.5 | Cum | 11,000 ₹4,12,500 | 10,850 ₹4,06,875 Lowest | 10,996 ₹4,12,350 |
Tender Value
₹4.4 L
EMD Value
₹8,854
Closing Date
29 Jul 2026, 5:00 pmClosed
EE CHAUNTRA
EE JSD CTR
Improvement Extension of LIS Balh Gadiyara Phase- I II in Tehsil Joginder Nagar Distt Mandi HP SH CO R wall Edge wall at Banwar Ropa Kulh total length 20 Rmt
2026_HPIPH_139455_1
EE-CTR-TA-5139-88 dated 17.07.2026-7
Open Tender
Civil Works - Others
Item Rate
90 days
Joginder Nagar
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
EE CHAUNTRA
₹8,854
17 Aug 2026
20 Jul 2026
30 Jul 2026
20 Jul 2026
29 Jul 2026
20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation and trenches in earth work,lifts up to 1.50 meters atacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacking soil in 15cm .layers, when required in to plinths sides of foundations etc, consolidating each deposted layer by ramming and watering and then deposing of all surplus excavated earth as directed with in a lead of 20 metres in all respect with in all leads and lifts as per the direction of Engineer-in-Charge. | 11.92 | Cum | - | - |
| 2Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish I/c centring,shuttering,strutting and propping etc.with wooden battens and ballies,height of propping and centring below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for insitu-reinforced concrete & plain concrete work in:- | |||||
| 2.01 | Vertical surfaces such as walls (any thickness & shape), partitions and the like including attached pillasters, buttress,plinth and string courses and the like. | 53.75 | Sqm | - | - |
| 3 | Providing and laying cement concrete 1:5:10 (1 cement:5:sand:10 graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining wall/breast wall, the size of plum shall usually be 150mm to 300mm as per the direction of Engineer-in-Charge.. | 37.5 | Cum | - | - |
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