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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹10.5 LAccepted-Finance VILLAGE KHADED P O CHOWAI TEHSIL ANNI DISTT KULLU HP | KULLU | HIMACHAL PRADESH | 172001 | ₹10.5 L | L-1 | Accepted-Finance Found L-1 |
| 2 | L-2₹12.8 L+₹2.3 L (22.0%)Rejected-Finance 10 A FRIENDS COLONY PATIALA 147001 | PATIALA | PUNJAB | 147001 | ₹12.8 L+₹2.3 L (22.0%) | L-2 | Rejected-Finance Not found L-1 |
| 3 | L-3₹14.8 L+₹4.3 L (41.3%)Rejected-Finance | ₹14.8 L+₹4.3 L (41.3%) | L-3 | Rejected-Finance Not found L-1 |
| 4 | L-4₹14.9 L+₹4.4 L (41.8%)Rejected-Finance E 51 INDUSTRIAL FOCAL POINT CHANALON MOHALI 140103 | MOHALI | MOHALI | PUNJAB | 140103 | ₹14.9 L+₹4.4 L (41.8%) | L-4 | Rejected-Finance Not found L-1 |
| 5 | L-5₹15.3 L+₹4.8 L (45.8%)Rejected-Finance | ₹15.3 L+₹4.8 L (45.8%) | L-5 | Rejected-Finance Not found L-1 |
| Sl No | Description | Qty | Unit | M/s Bansal Construction Co. L2 | KULBINDER SINGH GOVT CONTRACTOR L5 | Ewalt Technologies Pvt Ltd L8 | PALEO CRYSTAL ENVIRO TECHNOLOGIES PVT LTD L4 | parmodkumar govt contractor L7 | ganesh dutt L9 | Kishori Lal L1 | GREENFORCE ENVIRO L3 | tanuj patial L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations, trenches etc., in earth work. lift upto 1.5 metres stacking the excavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 metres. | 7.92 | Cum | 450 ₹3,562.65 | 350 ₹2,770.95 | 200 ₹1,583.4 Lowest | 260 ₹2,058.42 | 220 ₹1,741.74 | 400 ₹3,166.8 | 495 ₹3,918.91 | 12,631.05 ₹1,00,000 | 220 ₹1,741.74 |
| 2.00 | Providing and laying cement concrete 1:3:6 ( 1 cement : 3 sand : 6 graded stone aggregate 40 mm.nominal size ) and curing complete excluding cost of form work in foundation and plinth . | 6.73 | Cum | 7,300 ₹49,154.55 | 6,000 ₹40,401 | 5,500 ₹37,034.25 | 6,000 ₹40,401 | 4,800 ₹32,320.8 | 6,000 ₹40,401 | 7,495 ₹50,467.58 | 3,712.78 ₹25,000 Lowest | 4,800 ₹32,320.8 |
| 3.00Providing and laying cement concrete 1:1: 2 ( 1cement : 1 sand : 2 graded stone aggregate 20 mm nominal size ) and curing complete excluding the cost of form work and reingorcement for reinforced concrete work in :- | ||||||||||||
| 3.10 | Foundation, footing and bases of columns etc. and mass concrete within all leads and lifts complete in all respect. | 0.91 | Cum | 6,800 ₹6,201.6 | 9,800 ₹8,937.6 | 8,000 ₹7,296 | 4,500 ₹4,104 Lowest | 7,500 ₹6,840 | 7,800 ₹7,113.6 | 7,995 ₹7,291.44 | 54,824.57 ₹50,000 | 7,500 ₹6,840 |
| 3.20 | wall(any thickness but not less than 0.10 mtr Thick. Attached piller Butteress Plinnth | 1.56 | Cum | 4,600 ₹7,176 | 9,850 ₹15,366 | 8,000 ₹12,480 | 3,000 ₹4,680 Lowest | 7,500 ₹11,700 | 8,200 ₹12,792 | 7,995 ₹12,472.2 | 6,410.26 ₹10,000 | 7,500 ₹11,700 |
| 3.30 | Suspended floors, roofs, landing and shelves and their support balconies, beams, girders, bressumers and cantilevers upto floor to level complete in all respect i/c carriage of materials with in all leads and lifts. | 0.68 | Cum | 12,500 ₹8,550 | 10,000 ₹6,840 | 8,000 ₹5,472 | 5,000 ₹3,420 Lowest | 7,500 ₹5,130 | 8,200 ₹5,608.8 | 7,995 ₹5,468.58 | 21,929.83 ₹15,000 | 7,500 ₹5,130 |
| 4.00Providing form work with steel sheets 3.15 mm thick so as to give a fair finish i/c centering, shuttering, struting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for in situ RCC and PCC work | ||||||||||||
| 4.10 | Foundation , footing and bases of column etc. | 8.92 | Sqm | 415 ₹3,701.8 | 200 ₹1,784 Lowest | 600 ₹5,352 | 400 ₹3,568 | 400 ₹3,568 | 450 ₹4,014 | 495 ₹4,415.4 | 5,605.38 ₹50,000 | 450 ₹4,014 |
| 4.20 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters,butteresses, plinth and string courses and the like. | 15.6 | Sqm | 960 ₹14,976 | 320 ₹4,992 Lowest | 600 ₹9,360 | 750 ₹11,700 | 400 ₹6,240 | 450 ₹7,020 | 495 ₹7,722 | 3,205.13 ₹50,000 | 450 ₹7,020 |
| 4.30 | Flat surfaces such as soffits of suspended floors, roofs, landing and the like Floors etc. upto 200 mm thickness in all leads and lifts and as per the direction of the Engineer-in-Charge. | 3 | Sqm | 1,050 ₹3,150 | 450 ₹1,350 Lowest | 600 ₹1,800 | 800 ₹2,400 | 450 ₹1,350 Lowest | 550 ₹1,650 | 495 ₹1,485 | 6,666.67 ₹20,000 | 550 ₹1,650 |
Tender Value
₹16.7 L
EMD Value
₹33,434
Closing Date
15 Sept 2026, 10:00 amClosed
Executive Engineer Jal Shakti Divn Haroli
Executive Engineer Jal Shakti Divn Haroli
Providing and Installation of 1 No. Sewage Treatment Plant (STP) of capacity 5KLD in Govt. Ayurvedic Hospital Sub Health Centre IspurTehsil-Haroli, Distt.- Una (H.P.) under Deposit
2026_HPIPH_142469_1
No. JSV/ Haroli/ TA/ tender/26- 5456-75 dt 31-08-26
Open Tender
Civil Works
Item Rate
90 days
Ayurvedic Hospital Ispur
as per NIT
3 documents required · 3 mandatory
₹500
Yes
₹33,434
19 Sept 2026
1 Sept 2026
15 Sept 2026
1 Sept 2026
15 Sept 2026
1 Sept 2026
1 Sept 2026 - 15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundations, trenches etc., in earth work. lift upto 1.5 metres stacking the excavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 metres. | 7.92 | Cum | - | - |
| 2 | Providing and laying cement concrete 1:3:6 ( 1 cement : 3 sand : 6 graded stone aggregate 40 mm.nominal size ) and curing complete excluding cost of form work in foundation and plinth . | 6.73 | Cum | - | - |
| 3Providing and laying cement concrete 1:1: 2 ( 1cement : 1 sand : 2 graded stone aggregate 20 mm nominal size ) and curing complete excluding the cost of form work and reingorcement for reinforced concrete work in :- | |||||
| 3.1 | Foundation, footing and bases of columns etc. and mass concrete within all leads and lifts complete in all respect. | 0.91 | Cum | - | - |
| 3.2 | wall(any thickness but not less than 0.10 mtr Thick. Attached piller Butteress Plinnth | 1.56 | Cum | - | - |
| 3.3 | Suspended floors, roofs, landing and shelves and their support balconies, beams, girders, bressumers and cantilevers upto floor to level complete in all respect i/c carriage of materials with in all leads and lifts. | 0.68 | Cum | - | - |
| 4Providing form work with steel sheets 3.15 mm thick so as to give a fair finish i/c centering, shuttering, struting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for in situ RCC and PCC work | |||||
| 4.1 | Foundation , footing and bases of column etc. | 8.92 | Sqm | - | - |
| 4.2 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters,butteresses, plinth and string courses and the like. | 15.6 | Sqm | - | - |
| 4.3 | Flat surfaces such as soffits of suspended floors, roofs, landing and the like Floors etc. upto 200 mm thickness in all leads and lifts and as per the direction of the Engineer-in-Charge. | 3 | Sqm | - | - |
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