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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.4 CrAdmitted-Finance | ₹20.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹22.5 Cr+₹2.1 Cr (10.5%)Admitted-Finance DAM ROAD TALWARA TOWNSHIP DISTT HOSHIARPUR PB | ₹22.5 Cr+₹2.1 Cr (10.5%) | L2 | Admitted-Finance |
| 3 | L3₹23.3 Cr+₹3.0 Cr (14.6%)Admitted-Finance | ₹23.3 Cr+₹3.0 Cr (14.6%) | L3 | Admitted-Finance |
| 4 | L4₹23.5 Cr+₹3.2 Cr (15.5%)Admitted-Finance | ₹23.5 Cr+₹3.2 Cr (15.5%) | L4 | Admitted-Finance |
| 5 | L5₹24.1 Cr+₹3.8 Cr (18.5%)Admitted-Finance | ₹24.1 Cr+₹3.8 Cr (18.5%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | HARJEET SINGH L3 | HS Engineers and Associates L1 | SS RANA CONSTRUCTION PRIVATE LIMITED L5 | National India Construction Co. L4 | S.k.sharma contractor and engineer L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | C/O RCC framed Intake structure: Excavation in foundations and trenches of intake structure upto all depths and all classifications of earth work such as Pick work, Jumper work, blasting or cheiseling of wedging out of soft and hard rock wherere blasting is prohibited, saturated soil,including trimming , dressing of sides ,ramming of bottoms ,shoring and sturting wherever required dewatering ,bailing & pumping out of water ,getting out excavated material , stacking soil in 15 cm layers consolidating each deposited layes by ramming & watering , disposing of surplus excavated earth within all leads & Lifts complete ., as per direction to the entire satisfaction of Engineer in charge. | 4,562 | cum | 390 ₹17,79,180 | 386.39 ₹17,62,711.18 | 300 ₹13,68,600 Lowest | 525 ₹23,95,050 | 380 ₹17,33,560 |
| 1.01 | Providing and laying cement concrete M-10 ( 1:3:6 concrete mix with graded (stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth. | 184 | cum | 8,800 ₹16,19,200 | 6,517.44 ₹11,99,208.96 | 9,750 ₹17,94,000 | 6,100 ₹11,22,400 Lowest | 7,500 ₹13,80,000 |
| 1.02 | Providing & laying cement concrete M30 (design MiX) (1cement : 1 sand : 2 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :- | 1,233 | cum | 11,000 ₹1,35,63,000 | 7,515.23 ₹92,66,278.59 Lowest | 11,200 ₹1,38,09,600 | 8,500 ₹1,04,80,500 | 10,000 ₹1,23,30,000 |
| 1.03 | Columns, pillars RCC posts and struts upto floor two level. as per direction and to entire satisfaction of Engineer-in-Charge. (footing to two level ) | 402.6 | cum | 12,500 ₹50,32,500 | 8,510.35 ₹34,26,266.91 Lowest | 12,500 ₹50,32,500 | 9,900 ₹39,85,740 | 10,600 ₹42,67,560 |
| 1.04 | From floor two to three level | 190.9 | cum | 13,000 ₹24,81,700 | 8,681.27 ₹16,57,254.44 Lowest | 13,000 ₹24,81,700 | 10,800 ₹20,61,720 | 10,700 ₹20,42,630 |
| 1.05 | From floor three to four level | 166.2 | cum | 13,000 ₹21,60,600 | 8,768.23 ₹14,57,279.83 Lowest | 13,000 ₹21,60,600 | 11,700 ₹19,44,540 | 10,800 ₹17,94,960 |
| 1.06 | . From floor four to five level | 136.5 | cum | 13,000 ₹17,74,500 | 8,855.91 ₹12,08,831.72 Lowest | 13,000 ₹17,74,500 | 12,200 ₹16,65,300 | 10,900 ₹14,87,850 |
| 1.07 | . From floor five to six level | 108.3 | cum | 13,000 ₹14,07,900 | 9,077.55 ₹9,83,098.67 Lowest | 13,500 ₹14,62,050 | 12,400 ₹13,42,920 | 11,000 ₹11,91,300 |
| 1.08 | From Floor Six to seven level | 55.1 | cum | 13,000 ₹7,16,300 | 9,033.5 ₹4,97,745.85 Lowest | 13,500 ₹7,43,850 | 12,500 ₹6,88,750 | 11,100 ₹6,11,610 |
| 1.09 | from floor Seven to eighth level | 3.3 | cum | 12,000 ₹39,600 | 8,509.75 ₹28,082.18 Lowest | 12,500 ₹41,250 | 14,500 ₹47,850 | 11,200 ₹36,960 |
Tender Value
₹24.7 Cr
EMD Value
₹25.4 L
Closing Date
27 Jul 2026, 11:00 amClosed
Executive Engineer
Executive Engineeer Jal Shakti Division Bhoranj
CO RCC Intake Structure, CO WTP 5.80 MLD Cap., CO Pump House 1st stage at Kodhra, Providing and Fixing of Gaseous chlorination Plant, Providing and fixing of UV Plant, Providing, Laying, Jointing Testing of GMSERW Pipe for Rising main Booster,
2026_HPIPH_138998_1
3113-3172 dated 14-07-2026
Open Tender
Civil Works
Item Rate
120 days
Executive Engineeer Jal Shakti Division Bhoranj
Please refer Tender documents.
7 documents required · 7 mandatory
₹30,000
₹25.4 L
Chief Engineer HZ JSV Hamirpur
10 Aug 2026
14 Jul 2026
27 Jul 2026
14 Jul 2026
27 Jul 2026
14 Jul 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | C/O RCC framed Intake structure: Excavation in foundations and trenches of intake structure upto all depths and all classifications of earth work such as Pick work, Jumper work, blasting or cheiseling of wedging out of soft and hard rock wherere blasting is prohibited, saturated soil,including trimming , dressing of sides ,ramming of bottoms ,shoring and sturting wherever required dewatering ,bailing & pumping out of water ,getting out excavated material , stacking soil in 15 cm layers consolidating each deposited layes by ramming & watering , disposing of surplus excavated earth within all leads & Lifts complete ., as per direction to the entire satisfaction of Engineer in charge. | 4,562 | cum | - | - |
| 1.01 | Providing and laying cement concrete M-10 ( 1:3:6 concrete mix with graded (stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth. | 184 | cum | - | - |
| 1.02 | Providing & laying cement concrete M30 (design MiX) (1cement : 1 sand : 2 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :- | 1,233 | cum | - | - |
| 1.03 | Columns, pillars RCC posts and struts upto floor two level. as per direction and to entire satisfaction of Engineer-in-Charge. (footing to two level ) | 402.6 | cum | - | - |
| 1.04 | From floor two to three level | 190.9 | cum | - | - |
| 1.05 | From floor three to four level | 166.2 | cum | - | - |
| 1.06 | . From floor four to five level | 136.5 | cum | - | - |
| 1.07 | . From floor five to six level | 108.3 | cum | - | - |
| 1.08 | From Floor Six to seven level | 55.1 | cum | - | - |
| 1.09 | from floor Seven to eighth level | 3.3 | cum | - | - |
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