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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAccepted-Finance A R AND M O ON VARIOUS ROAD IN SECTION NALAGARH 1 UNDER NALAGARH SUB DIVISION SH HIRING OF JCB | ₹2.2 L | L1 | Accepted-Finance lowest bidder |
| 2 | L2₹2.2 L+₹2,754.90 (1.26%)Rejected-Finance | ₹2.2 L+₹2,754.90 (1.26%) | L2 | Rejected-Finance other than lowest bidder |
| 3 | L3₹2.2 L+₹6,352.90 (2.91%)Rejected-Finance H NO 282 2 PURANI MANDI DISTT MANDI HP | ₹2.2 L+₹6,352.90 (2.91%) | L3 | Rejected-Finance other than lowest bidder |
| Sl No | Description | Qty | Unit | Pitamber Lal L2 | RANI SHARMA L3 | Chet ram L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches, etc in earth work in all kinds of soil such as ick work, jumper work, blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs clear from the edge of excavation and then returing the stacked soil in 15 cm. layers when required into plints sides of foundations etc. then disputed layes by ramming and watering and then disposing of all surplus excavated earth as directed withing all leads and lifts. complete in all respect adn to the entire satisfaction of the Engineer-in-charge. | 5.19 | Cum | 500 ₹2,595 | 500 ₹2,595 | 450 ₹2,335.5 Lowest |
| 2.00Providing 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 centring below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for in situ reinforced and plain concrete work in | ||||||
| 2.01 | Vertical surfaces such as walls (any thickness) partions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts | 35.98 | Sqm | 500 ₹17,990 | 600 ₹21,588 | 470 ₹16,910.6 Lowest |
| 3.00 | Providing and laying cement conrete 1:5:10 (1 Cement:5 sand : 10 crushed stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundationa and plinth in all leads and lifts. | 14.16 | Cum | 13,400 ₹1,89,744 | 13,400 ₹1,89,744 | 13,300 ₹1,88,328 Lowest |
| 4.00 | Boulder filling behind R/Wall. | 3.02 | Cum | 3,500 ₹10,570 Lowest | 3,500 ₹10,570 Lowest | 3,500 ₹10,570 Lowest |
Tender Value
₹2.0 L
EMD Value
₹4,000
Closing Date
22 Apr 2026, 5:00 pmClosed
Executive Engineer Jal Shakti Division Thunag
O/O Executive Engineer Jal Shakti Division Thunag
CO Retaining wall to protect storage Tank 0 to 6.295 Under DC Deposit SDF 2025 1307
2026_HPIPH_134236_2
401-40 DT 13/04/2026
Open Tender
Civil Works - Water Works
Item Rate
90 days
Baggachonagi
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
Yes
₹4,000
Yes
15 Jul 2026
13 Apr 2026
23 Apr 2026
13 Apr 2026
22 Apr 2026
13 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation, trenches, etc in earth work in all kinds of soil such as ick work, jumper work, blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs clear from the edge of excavation and then returing the stacked soil in 15 cm. layers when required into plints sides of foundations etc. then disputed layes by ramming and watering and then disposing of all surplus excavated earth as directed withing all leads and lifts. complete in all respect adn to the entire satisfaction of the Engineer-in-charge. | 5.19 | Cum | - | - |
| 2Providing 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 centring below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for in situ reinforced and plain concrete work in | |||||
| 2.01 | Vertical surfaces such as walls (any thickness) partions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts | 35.98 | Sqm | - | - |
| 3 | Providing and laying cement conrete 1:5:10 (1 Cement:5 sand : 10 crushed stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundationa and plinth in all leads and lifts. | 14.16 | Cum | - | - |
| 4 | Boulder filling behind R/Wall. | 3.02 | Cum | - | - |
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