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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 LAccepted-AOC GHUMARWIN DIVISION HP PWD GHUMARWIN | ₹9.6 L | L1 | Accepted-AOC work awarded to Sh. Rajender Singh |
| 2 | L2₹10.0 L+₹39,544.22 (4.10%)Rejected-AOC VILL PO GHANALWIN TEHSIL GHUMARWIN DISTT BILASPUR H P | BILASPUR | HIMACHAL PRADESH | 174001 | ₹10.0 L+₹39,544.22 (4.10%) | L2 | Rejected-AOC Rejected being a L2 |
| 3 | L3₹10.8 L+₹1.1 L (11.7%)Rejected-AOC | ₹10.8 L+₹1.1 L (11.7%) | L3 | Rejected-AOC Rejected being a L3 |
| 4 | L4₹10.9 L+₹1.3 L (13.1%)Rejected-AOC BHOTA TEHSIL BARSAR DISTT HAMIRPUR HP | ₹10.9 L+₹1.3 L (13.1%) | L4 | Rejected-AOC Rejected being a L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Rejected due to not fulfil the eligibilty |
| Sl No | Description | Qty | Unit | verma traders L4 | Vishal Chauhan L2 | Rajender Singh L1 | Rajni kumari L3 |
|---|---|---|---|---|---|---|---|
| 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 | 17.19 | cum. | 435 ₹7,477.65 | 405 ₹6,961.95 | 400 ₹6,876 Lowest | 450 ₹7,735.5 |
| 2.00 | Providing and laying cement concrete 1:3:6 (1Cement:3sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts | 1.43 | cum. | 8,905 ₹12,734.15 | 8,850 ₹12,655.5 | 7,500 ₹10,725 Lowest | 9,050 ₹12,941.5 |
| 3.00Providing and laying cement concrete 1:1.5:3 (1Cement:1.5sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work & reinforcement for reinforced concrete work in : | |||||||
| 3.01 | Foundation,footing.bases of columns & the like & the mass concrete. | 4.68 | cum. | 9,905 ₹46,355.4 | 9,450 ₹44,226 | 9,300 ₹43,524 Lowest | 9,900 ₹46,332 |
| 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 | (ii) floor two level to floor three level | 8.71 | cum. | 9,905 ₹86,272.55 | 9,950 ₹86,664.5 | 9,400 ₹81,874 Lowest | 10,000 ₹87,100 |
| 3.04(iii) floor three level to floor four level | |||||||
| 3.05(iv) floor four level to floor five level | |||||||
| 3.06Column,pillars,posts & struts upto floor two level | |||||||
| 3.07 | (ii) floor two level to floor three level | 0.85 | cum. | 10,005 ₹8,504.25 | 9,950 ₹8,457.5 | 9,500 ₹8,075 Lowest | 10,500 ₹8,925 |
Tender Value
Refer Docs
EMD Value
₹21,000
Closing Date
9 Jun 2026, 5:00 pmClosed
Executive Engineer Jal Shakti Division Ghumarwin
Executive Engineer Jal Shakti Division Ghumarwin
Restoration of rain damages to LWSS Bharari Ladhyani in Tehsil Ghumarwin Distt Bilaspur HP Sh Construction of over head tank at Vill Mihara under GP Bharari Cap 30000 Litrs with staging height 10 Mtrs Under PDNA
2026_HPIPH_135498_1
GMR-BLP02-737(2523-70)Mihra
Open Tender
Civil Works
Item Rate
90 days
Bharari
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹21,000
9 Sept 2026
2 Jun 2026
10 Jun 2026
2 Jun 2026
9 Jun 2026
2 Jun 2026
2 Jun 2026 - 9 Jun 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 | 17.19 | cum. | - | - |
| 2 | Providing and laying cement concrete 1:3:6 (1Cement:3sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts | 1.43 | cum. | - | - |
| 3Providing and laying cement concrete 1:1.5:3 (1Cement:1.5sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work & reinforcement for reinforced concrete work in : | |||||
| 3.01 | Foundation,footing.bases of columns & the like & the mass concrete. | 4.68 | 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 | (ii) floor two level to floor three level | 8.71 | cum. | - | - |
| 3.04 | (iii) floor three level to floor four level | - | - | - | - |
| 3.05 | (iv) floor four level to floor five level | - | - | - | - |
| 3.06 | Column,pillars,posts & struts upto floor two level | - | - | - | - |
| 3.07 | (ii) floor two level to floor three level | 0.85 | cum. | - | - |
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