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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹14.9 LAccepted-Finance R O VILLAGE SAYANH P O LOHARA TEHSIL BATH DISTT MANDI H P | MANDI | HIMACHAL PRADESH | 175001 | ₹14.9 L | L-1 | Accepted-Finance Found L-1 |
| 2 | L-2₹15.6 L+₹65,973 (4.43%)Rejected-Finance | ₹15.6 L+₹65,973 (4.43%) | L-2 | Rejected-Finance Not found L-1 |
| 3 | L-3₹16.1 L+₹1.2 L (7.78%)Rejected-Finance | ₹16.1 L+₹1.2 L (7.78%) | L-3 | Rejected-Finance Not found L-1 |
| 4 | L-4₹16.8 L+₹1.9 L (12.5%)Rejected-Finance | ₹16.8 L+₹1.9 L (12.5%) | L-4 | Rejected-Finance Not found L-1 |
| 5 | L-5₹18.0 L+₹3.1 L (21.0%)Rejected-Finance DHALIWAL | FIROZEPUR | PUNJAB | 142044 | ₹18.0 L+₹3.1 L (21.0%) | L-5 | Rejected-Finance Not found L-1 |
| Sl No | Description | Qty | Unit | Om Parkash Govt Contrator L5 | DT Enterprises L4 | ganesh dutt L1 | Guransh Singh Govt Contractor L3 | tanuj patial L2 |
|---|---|---|---|---|---|---|---|---|
| 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. | 18.5 | Cum | 300 ₹5,550 | 250 ₹4,625 | 220 ₹4,070 Lowest | 300 ₹5,550 | 220 ₹4,070 Lowest |
| 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 | 1.67 | Cum | 5,000 ₹8,350 Lowest | 5,000 ₹8,350 Lowest | 6,000 ₹10,020 | 5,000 ₹8,350 Lowest | 6,000 ₹10,020 |
| 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. | 5.02 | Cum | 8,500 ₹42,670 | 8,500 ₹42,670 | 6,500 ₹32,630 Lowest | 7,800 ₹39,156 | 6,500 ₹32,630 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 | 12.21 | Cum | 8,700 ₹1,06,227 | 8,050 ₹98,290.5 | 6,800 ₹83,028 Lowest | 7,800 ₹95,238 | 7,000 ₹85,470 |
| 3.04Column,pillars,posts & struts upto floor two level | ||||||||
| 3.05 | Plinth Level to floor two level | 4 | Cum | 8,500 ₹34,000 | 8,250 ₹33,000 | 6,800 ₹27,200 Lowest | 7,800 ₹31,200 | 7,000 ₹28,000 |
| 3.06 | floor two level to floor three level | 2.86 | Cum | 8,500 ₹24,310 | 8,250 ₹23,595 | 6,800 ₹19,448 Lowest | 7,800 ₹22,308 | 7,000 ₹20,020 |
| 3.07 | floor three level to floor five level | 8.21 | Cum | 8,500 ₹69,785 | 8,250 ₹67,732.5 | 6,800 ₹55,828 Lowest | 7,800 ₹64,038 | 7,000 ₹57,470 |
Tender Value
₹19.1 L
EMD Value
₹38,231
Closing Date
18 Aug 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 60000 ltrs capacity with 15 mtrs staging height at Village Saloh (Mohalla Padheyan)
2026_HPIPH_140827_1
No. JSV/ Haroli/ TA/ tender/26- 5033-55 dt 07-08-26
Open Tender
Civil Works
Item Rate
60 days
Salo Mohalla Padheyan
as per NIT
3 documents required · 3 mandatory
₹500
Yes
₹38,231
5 Sept 2026
7 Aug 2026
18 Aug 2026
7 Aug 2026
18 Aug 2026
7 Aug 2026
7 Aug 2026 - 18 Aug 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. | 18.5 | 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 | 1.67 | 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. | 5.02 | 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 | 12.21 | Cum | - | - |
| 3.04 | Column,pillars,posts & struts upto floor two level | - | - | - | - |
| 3.05 | Plinth Level to floor two level | 4 | Cum | - | - |
| 3.06 | floor two level to floor three level | 2.86 | Cum | - | - |
| 3.07 | floor three level to floor five level | 8.21 | Cum | - | - |
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