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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.9 LAdmitted-Finance GOVT CONTRACTOR VILLAGE PO RAJA KA TALAB TEHSIL FATEHPUR DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | ₹53.9 L | L1 | Admitted-Finance |
| 2 | L2₹55.7 L+₹1.8 L (3.29%)Admitted-Finance | ₹55.7 L+₹1.8 L (3.29%) | L2 | Admitted-Finance |
| 3 | L3₹66.7 L+₹12.8 L (23.7%)Admitted-Finance V P O NALPUR P O KHARKHODA DISTT MEERUTH UP | MEERUT | UTTAR PRADESH | 245206 | ₹66.7 L+₹12.8 L (23.7%) | L3 | Admitted-Finance |
| 4 | L4₹68.1 L+₹14.2 L (26.3%)Admitted-Finance | ₹68.1 L+₹14.2 L (26.3%) | L4 | Admitted-Finance |
| 5 | L5₹68.2 L+₹14.3 L (26.5%)Admitted-Finance | ₹68.2 L+₹14.3 L (26.5%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Himanshu Dewan L2 | Thakur Narender Co Pvt Ltd L5 | KULDEEP DOGRA L1 | Uphill Engineers L4 | Sh. Dinesh Kumar L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches etc. in earth work, in all kinds of soil such as pick work, jumper work, blasting work in hard / soft rocks, chiseling / wedging out of hard / soft rocks including dewatering in saturated soil up to all leads and lifts, staking the excavated soil / materials upto all leads and lifts clear from the edge of excavation and then returning the stacked excavated soil in all layers when required into plinths sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as per direction of Engineer -in-Charge. | 189.46 | Cum | 750 ₹1,42,095 | 810 ₹1,53,463 | 299 ₹56,649 Lowest | 705 ₹1,33,569 | 780 ₹1,47,779 |
| 2.00 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in: Foundations and plinth complete in all respects as per directions of Engineer-in-charge. | 14.77 | Cum | 8,500 ₹1,25,545 | 9,750 ₹1,44,008 | 6,299 ₹93,036 Lowest | 9,650 ₹1,42,531 | 9,000 ₹1,32,930 |
| 3.00Providing and laying cement concrete 1:1 ½:3 (1cement :1 ½ sand :3 stone aggregate 20 mm nominal size) & curing complete but excluding the cost of form work and reinforcement for reinforced concrete work : | ||||||||
| 3.01 | Foundation footings bases of columns and the like and mass concrete within all leads and lifts as per the direction of Engineer-in-charge. | 35.13 | Cum | 9,700 ₹3,40,761 | 10,900 ₹3,82,917 | 8,799 ₹3,09,109 Lowest | 10,900 ₹3,82,917 | 10,500 ₹3,68,865 |
| 3.02 | Wall (any thickness but not less than 0.10 mts. thickness) attached pillasters, buttresses plinth, and string courses etc.from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. | 58.84 | Cum | 9,900 ₹5,82,516 | 11,200 ₹6,59,008 | 8,999 ₹5,29,501 Lowest | 11,250 ₹6,61,950 | 11,000 ₹6,47,240 |
| 4.00 | Providing and laying cement concrete using M-25 (Design Mix) but not less than 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in :- Suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor level within all leads and lifts as per the direction of Engineer-in-charge. | 7.62 | Cum | 9,900 ₹75,438 | 10,500 ₹80,010 | 8,799 ₹67,048 Lowest | 10,650 ₹81,153 | 10,000 ₹76,200 |
| 5.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for in-situ reinforced concrete and plain complete in all respects. | ||||||||
| 5.01 | Foundation,footing, bases of columns and the like & mass concrete. | 2.48 | Sqm | 425 ₹1,054 | 495 ₹1,228 | 399 ₹990 Lowest | 525 ₹1,302 | 450 ₹1,116 |
| 5.02 | Flat surface such as soffits of suspended floors, roofs, landing and the like floors etc. upto floor to 200mm in thickness. | 38.3 | Sqm | 620 ₹23,746 | 745 ₹28,534 | 499 ₹19,112 Lowest | 745 ₹28,534 | 660 ₹25,278 |
| 5.03 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasres buttresses, plinth & string courses and the like. | 497.67 | Sqm | 425 ₹2,11,510 | 495 ₹2,46,347 | 379 ₹1,88,617 Lowest | 525 ₹2,61,277 | 470 ₹2,33,905 |
Tender Value
₹65.6 L
EMD Value
₹1.2 L
Closing Date
12 Jun 2026, 11:00 amClosed
Executive Engineer
Executive Engineer Jal Shakti Divsion Kangra
Establishment of FSSM Co-Treatment System Capacity 22.80 KLD along with Existing Sewege Treatment Plant.)
2026_HPIPH_135406_1
No. EE/JSDK/EA-I/Tender/2026- 2020-70dated 01.06.2026
Open Tender
Civil Works
Item Rate
180 days
Kangra
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,000
₹1.2 L
23 Jun 2026
1 Jun 2026
12 Jun 2026
1 Jun 2026
12 Jun 2026
1 Jun 2026
1 Jun 2026 - 12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in foundation, trenches etc. in earth work, in all kinds of soil such as pick work, jumper work, blasting work in hard / soft rocks, chiseling / wedging out of hard / soft rocks including dewatering in saturated soil up to all leads and lifts, staking the excavated soil / materials upto all leads and lifts clear from the edge of excavation and then returning the stacked excavated soil in all layers when required into plinths sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as per direction of Engineer -in-Charge. | |||||
| 2 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in: Foundations and plinth complete in all respects as per directions of Engineer-in-charge. | 1 | Cum | - | - |
| 3Providing and laying cement concrete 1:1 ½:3 (1cement :1 ½ sand :3 stone aggregate 20 mm nominal size) & curing complete but excluding the cost of form work and reinforcement for reinforced concrete work : | |||||
| 3.01 | Foundation footings bases of columns and the like and mass concrete within all leads and lifts as per the direction of Engineer-in-charge. | 35.13 | Cum | - | - |
| 3.02 | Wall (any thickness but not less than 0.10 mts. thickness) attached pillasters, buttresses plinth, and string courses etc.from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. | - | Cum | - | - |
| 4Providing and laying cement concrete using M-25 (Design Mix) but not less than 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in :- Suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor level within all leads and lifts as per the direction of Engineer-in-charge. | |||||
| 5Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for in-situ reinforced concrete and plain complete in all respects. | |||||
| 5.01 | Foundation,footing, bases of columns and the like & mass concrete. | 2.48 | Sqm | - | - |
| 5.02 | Flat surface such as soffits of suspended floors, roofs, landing and the like floors etc. upto floor to 200mm in thickness. | 38.3 | Sqm | - | - |
| 5.03 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasres buttresses, plinth & string courses and the like. | 497.67 | Sqm | - | - |
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