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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹14.2 LAccepted-AOC DHALIWAL | FIROZEPUR | PUNJAB | 142044 | ₹14.2 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹14.6 LRejected-Finance NOT AVAILABLE | ₹14.6 L | L-2 | Rejected-Finance Not found L-1 |
| 3 | L-3₹15.5 LRejected-Finance DHALIWAL | FIROZEPUR | PUNJAB | 142044 | ₹15.5 L | L-3 | Rejected-Finance Not found L-1 |
| 4 | L-4₹19.1 LRejected-Finance R O VILLAGE SAYANH P O LOHARA TEHSIL BATH DISTT MANDI H P | MANDI | HIMACHAL PRADESH | 175001 | ₹19.1 L | L-4 | Rejected-Finance Not fond L-1 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Om Parkash Govt Contrator L1 | Ankush Dhiman L3 | Madan Lal Govt Contractor L2 | ganesh dutt L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers 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 in all leads and lifts. | 22.66 | Cum | 180 ₹4,078.8 | 150 ₹3,399 | 140 ₹3,172.4 Lowest | 220 ₹4,985.2 |
| 2.00 | Providing and laying cement concrete using M - 10 concrete mix with graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts | 1.69 | Cum | 4,000 ₹6,760 | 3,800 ₹6,422 | 3,000 ₹5,070 Lowest | 6,000 ₹10,140 |
| 3.00Providing and laying cement concrete using M - 25 concrete mix with graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in : | |||||||
| 3.01 | Foundation,footing.bases of columns & the like & the mass concrete. | 5.09 | Cum | 6,900 ₹35,098 | 6,500 ₹33,063.33 | 6,000 ₹30,520 Lowest | 7,800 ₹39,676 |
| 3.02Wall (any thickness,but not less than 0.10 mtr.thickness) attached pilasters,buttresses,plinth & string courses etc. from top of foundation level upto floor two level | |||||||
| 3.03 | (i) floor four level to floor five level | 10.96 | Cum | 6,900 ₹75,624 | 6,500 ₹71,240 | 6,000 ₹65,760 Lowest | 8,200 ₹89,872 |
| 3.04Column,pillars,posts & struts upto floor two level | |||||||
| 3.05 | Plinth Level to floor two level | 3.42 | Cum | 6,900 ₹23,598 | 6,500 ₹22,230 Lowest | 6,500 ₹22,230 Lowest | 8,200 ₹28,044 |
| 3.06 | floor two level to floor three level | 2.26 | Cum | 6,900 ₹15,594 | 6,500 ₹14,690 Lowest | 7,000 ₹15,820 | 8,200 ₹18,532 |
| 3.07 | floor four level to floor five level | 6.56 | Cum | 6,900 ₹45,264 | 6,500 ₹42,640 Lowest | 7,500 ₹49,200 | 8,200 ₹53,792 |
Tender Value
₹19.5 L
EMD Value
₹39,026
Closing Date
25 Mar 2026, 10:00 amClosed
Executive Engineer Jal Shakti Divn Haroli
Executive Engineer Jal Shakti Divn Haroli
Restoration of Rain damages to LWSS Pandoga in tehsil Haroli Distt. Una (HP) (SH Construction of OHSR 50000 ltrs capacity with 15 mtrs staging height in the complex T/Well No. 38 Pandoga)
2026_HPIPH_131835_1
No. JSV/ Haroli/ TA/ tender/26- 11142-65 dt 17-03-26
Open Tender
Civil Works
Item Rate
60 days
T/well No.38 Pandoga
as per NIT
8 documents required · 8 mandatory
₹500
Yes
Executive Engineer Jal Shakti Divn Haroli
₹39,026
10 Jul 2026
18 Mar 2026
25 Mar 2026
18 Mar 2026
25 Mar 2026
18 Mar 2026
18 Mar 2026 - 25 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers 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 in all leads and lifts. | 22.66 | Cum | - | - |
| 2 | Providing and laying cement concrete using M - 10 concrete mix with graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts | 1.69 | Cum | - | - |
| 3Providing and laying cement concrete using M - 25 concrete mix with graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in : | |||||
| 3.01 | Foundation,footing.bases of columns & the like & the mass concrete. | 5.09 | Cum | - | - |
| 3.02 | Wall (any thickness,but not less than 0.10 mtr.thickness) attached pilasters,buttresses,plinth & string courses etc. from top of foundation level upto floor two level | - | - | - | - |
| 3.03 | (i) floor four level to floor five level | 10.96 | Cum | - | - |
| 3.04 | Column,pillars,posts & struts upto floor two level | - | - | - | - |
| 3.05 | Plinth Level to floor two level | 3.42 | Cum | - | - |
| 3.06 | floor two level to floor three level | 2.26 | Cum | - | - |
| 3.07 | floor four level to floor five level | 6.56 | Cum | - | - |
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