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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹21.6 LAccepted-Finance DHALIWAL | FIROZEPUR | PUNJAB | 142044 | ₹21.6 L | L-1 | Accepted-Finance Found L-1 |
| 2 | L-2₹21.9 LRejected-Finance HPSEBL THALOUT | ₹21.9 L | L-2 | Rejected-Finance Not found L-1 |
| 3 | L-3₹22.5 LRejected-Finance DHALIWAL | FIROZEPUR | PUNJAB | 142044 | ₹22.5 L | L-3 | Rejected-Finance Not found L-1 |
| 4 | L-4₹23.1 LRejected-Finance R O VILLAGE SAYANH P O LOHARA TEHSIL BATH DISTT MANDI H P | MANDI | HIMACHAL PRADESH | 175001 | ₹23.1 L | L-4 | Rejected-Finance Not found L-1 |
| 5 | L-5₹23.4 LRejected-Finance KOTHI NO 1 BEHIND ST PAUL SCHOOL OPP R I COMPOUND CIVIL LINES MORADABAD UTTAR PRADESH 244001 UDYAM UP 59 0079067 | MORADABAD | UTTAR PRADESH | 244001 | ₹23.4 L | L-5 | Rejected-Finance Not found L-1 |
| Sl No | Description | Qty | Unit | Om Parkash Govt Contrator L1 | Sohan Singh Govt. Contractor L3 | ganesh dutt L4 | NARESH KUMAR L2 | M/S Gurunanak Trading Co. L5 |
|---|---|---|---|---|---|---|---|---|
| 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. | 46.58 | Cum | 300 ₹13,974 Lowest | 350 ₹16,303 | 300 ₹13,974 Lowest | 325 ₹15,138.5 | 350 ₹16,303 |
| 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 | 2.94 | Cum | 5,000 ₹14,700 Lowest | 5,500 ₹16,170 | 5,200 ₹15,288 | 5,200 ₹15,288 | 5,500 ₹16,170 |
| 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. | 12.08 | Cum | 9,000 ₹1,08,720 | 9,200 ₹1,11,136 | 8,200 ₹99,056 | 9,200 ₹1,11,136 | 7,900 ₹95,432 Lowest |
| 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 | 16.73 | Cum | 9,000 ₹1,50,570 | 9,300 ₹1,55,589 | 8,200 ₹1,37,186 Lowest | 9,200 ₹1,53,916 | 8,200 ₹1,37,186 Lowest |
| 3.04Column,pillars,posts & struts upto floor two level | ||||||||
| 3.05 | Plinth Level to floor two level | 4.04 | Cum | 9,000 ₹36,360 | 9,300 ₹37,572 | 8,200 ₹33,128 Lowest | 9,200 ₹37,168 | 8,200 ₹33,128 Lowest |
| 3.06 | floor two level to floor three level | 2.87 | Cum | 9,000 ₹25,830 | 9,500 ₹27,265 | 8,200 ₹23,534 Lowest | 9,200 ₹26,404 | 8,200 ₹23,534 Lowest |
| 3.07 | floor four level to floor five level | 8.02 | Cum | 9,000 ₹72,180 | 9,500 ₹76,190 | 8,200 ₹65,764 Lowest | 9,200 ₹73,784 | 8,200 ₹65,764 Lowest |
Tender Value
₹23.3 L
EMD Value
₹46,630
Closing Date
18 Jul 2026, 10:00 amClosed
Executive Engineer Jal Shakti Divn Haroli
Executive Engineer Jal Shakti Divn Haroli
Restoration of Rain damages to LWSS Saloh in tehsil Haroli Distt. Una (HP) (SH Construction of OHSR 50000 ltrs capacity with 15 mtrs staging height in ward No.3 ( Mohalla Mahadev)
2026_HPIPH_138268_1
No. JSV/ Haroli/ TA/ tender/26- 3298-3330 dt 06-07-26
Open Tender
Civil Works
Item Rate
Saloh
as per NIT
9 documents required · 9 mandatory
₹500
Yes
₹46,630
27 Jul 2026
6 Jul 2026
18 Jul 2026
7 Jul 2026
18 Jul 2026
7 Jul 2026
7 Jul 2026 - 18 Jul 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. | 46.58 | 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 | 2.94 | 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. | 12.08 | 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 | 16.73 | Cum | - | - |
| 3.04 | Column,pillars,posts & struts upto floor two level | - | - | - | - |
| 3.05 | Plinth Level to floor two level | 4.04 | Cum | - | - |
| 3.06 | floor two level to floor three level | 2.87 | Cum | - | - |
| 3.07 | floor four level to floor five level | 8.02 | Cum | - | - |
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