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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-AOC | ₹7.0 L Quoted ₹7.4 L | L1 | Accepted-AOC Accept |
| 2 | L2₹8.4 L+₹1.0 L (13.8%)Rejected-AOC VILLAGE PO AND TEHSIL DEHRA DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | ₹8.4 L+₹1.0 L (13.8%) | L2 | Rejected-AOC Reject |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | AJAY KUMAR GOVT. CONTRACTOR L1 | aman sood L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc. in earth work, lift upto 1.50mts. Stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre)layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge within all leads and lifts. | 77.33 | Cubic Metre | 770 ₹59,544.1 Lowest | 800 ₹61,864 |
| 2.00 | Providing and laying cement concrete 1:3:6 (One cement is to three sand is to six graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge. | 1.39 | Cubic Metre | 530 ₹736.7 Lowest | 600 ₹834 |
| 3.00 | Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30x30x5 milimetre so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens ballies,height of propping and centring below supporting floor two ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in- a) Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge. | 9.8 | Square Metre | 309 ₹3,028.2 Lowest | 350 ₹3,430 |
| 3.10 | Flat surfaces such as soffits of suspended floors,roofs,landings and the like floors etc.upto 200 milimetre in thickness within all leads and lifts as per the direction of Engineer-in-charge. | 0.79 | Square Metre | 580 ₹458.2 Lowest | 620 ₹489.8 |
| 3.20 | Vertical surfaces such as walls (any thickness) partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge | 101.28 | Square Metre | 390 ₹39,499.2 Lowest | 450 ₹45,576 |
| 4.00 | Providing form work of ordinary timber planking so as to give a rough finish including centring,shuttering,strutting and propping etc.height of propping and centring below supporting floor to ceiling not exceeding 4 metrre and removal of the same for in-situ-reinforced concrete and plain concrete work in:- a) Arches upto 6.00 metre span within all leads and lifts as per the direction Enginner-in-charge. | 22.81 | Square Metre | 2,148 ₹48,995.88 Lowest | 2,600 ₹59,306 |
| 5.00 | Providing and laying cement concrete 1:1.5:3(One cement is to one and half sand is to three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- a) Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge. | 9.48 | Cubic Metre | 7,500 ₹71,100 Lowest | 8,300 ₹78,684 |
| 5.10 | Walls (any thickness) butt not less then 0.10 metre thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge. | 10.17 | Cubic Metre | 8,500 ₹86,445 Lowest | 9,000 ₹91,530 |
| 5.20 | Suspended floors,roofs landing shelves and their supports balconies beams,girders and cantilevers upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. | 0.08 | Cubic Metre | 8,800 ₹704 Lowest | 9,300 ₹744 |
| 5.30 | Arches upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. | 2.72 | Cubic Metre | 8,850 ₹24,072 Lowest | 9,400 ₹25,568 |
Tender Value
Refer Docs
EMD Value
₹14,790
Closing Date
16 Feb 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Pragpur
Construction of underground reinforced cement concrete storage tank with dome slab of 50000 litres capacity at Village Saniara Karoa Kalan
2026_HPIPH_127620_1
9100-9150
Open Tender
Civil Works
Item Rate
90 days
Executive Engineer, Jal Shakti Division Pragpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Executive Engineer,Jal Shakti Division
₹14,790
27 Aug 2026
5 Feb 2026
16 Feb 2026
5 Feb 2026
16 Feb 2026
5 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation trenches etc. in earth work, lift upto 1.50mts. Stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre)layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge within all leads and lifts. | 77.33 | Cubic Metre | - | - |
| 2 | Providing and laying cement concrete 1:3:6 (One cement is to three sand is to six graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge. | 1.39 | Cubic Metre | - | - |
| 3 | Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30x30x5 milimetre so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens ballies,height of propping and centring below supporting floor two ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in- a) Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge. | 9.8 | Square Metre | - | - |
| 3.1 | Flat surfaces such as soffits of suspended floors,roofs,landings and the like floors etc.upto 200 milimetre in thickness within all leads and lifts as per the direction of Engineer-in-charge. | 0.79 | Square Metre | - | - |
| 3.2 | Vertical surfaces such as walls (any thickness) partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge | 101.28 | Square Metre | - | - |
| 4 | Providing form work of ordinary timber planking so as to give a rough finish including centring,shuttering,strutting and propping etc.height of propping and centring below supporting floor to ceiling not exceeding 4 metrre and removal of the same for in-situ-reinforced concrete and plain concrete work in:- a) Arches upto 6.00 metre span within all leads and lifts as per the direction Enginner-in-charge. | 22.81 | Square Metre | - | - |
| 5 | Providing and laying cement concrete 1:1.5:3(One cement is to one and half sand is to three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- a) Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge. | 9.48 | Cubic Metre | - | - |
| 5.1 | Walls (any thickness) butt not less then 0.10 metre thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge. | 10.17 | Cubic Metre | - | - |
| 5.2 | Suspended floors,roofs landing shelves and their supports balconies beams,girders and cantilevers upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. | 0.08 | Cubic Metre | - | - |
| 5.3 | Arches upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. | 2.72 | Cubic Metre | - | - |
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