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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-Finance | ₹2.1 L | L1 | Accepted-Finance Accept due to lower side |
| 2 | L2₹2.3 L+₹20,528 (9.92%)Rejected-Finance | ₹2.3 L+₹20,528 (9.92%) | L2 | Rejected-Finance Reject due to higher side |
| 3 | L3₹2.4 L+₹31,560 (15.3%)Rejected-Finance | ₹2.4 L+₹31,560 (15.3%) | L3 | Rejected-Finance Reject due to higher side |
| Sl No | Description | Qty | Unit | Gourav Ratra L2 | Nisha Thakur L1 | PROSHOTAM KUMAR L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. 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 with in all leads and lifts and as per direction and satisfaction of the Engineer-in-charge. | 14.6 | Cum | 800 ₹11,680 | 700 ₹10,220 Lowest | 850 ₹12,410 |
| 2.00 | Providing and laying cement concrete 1:3:6(1: cement :3 sand :6 graded stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge. | 1.5 | Cum | 24,000 ₹36,000 | 22,000 ₹33,000 Lowest | 25,000 ₹37,500 |
| 3.00Providing and laying cement concrete 1:1.5:3(1: cement :1.5 sand :3 graded stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- | ||||||
| 3.10 | Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge. | 1.5 | Cum | 27,000 ₹40,500 | 25,000 ₹37,500 Lowest | 28,500 ₹42,750 |
| 3.20 | Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge. | 2.16 | Cum | 28,000 ₹60,480 | 26,000 ₹56,160 Lowest | 29,500 ₹63,720 |
| 4.00 | Providing of mild steel/tor steel (reinforcement for RCC work) including bending,binding and placing in positioncomplete in all respect including all leads and lifts as per the direction and entire satisfaction of Engineer-in-Charge. | 439.2 | Kg | 140 ₹61,488 | 125 ₹54,900 Lowest | 150 ₹65,880 |
| 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 centering shuttering strutting and propping etc, with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu reinforced concrete and plain concrete work in :- | ||||||
| 5.10 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. | 21.6 | Sqm | 800 ₹17,280 | 700 ₹15,120 Lowest | 750 ₹16,200 |
Tender Value
₹1.9 L
EMD Value
₹3,842
Closing Date
23 Mar 2026, 5:00 pmClosed
Executive Engineer Jal Shakti Division Bharmour
Executive Engineer Jal Shakti Division Bharmour
SH Construction of RCC intake at fannar nallah source
2026_HPIPH_131593_1
6260-89 dated 13.03.2026
Open Tender
Civil Works
Item Wise
Bharmour
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
₹3,842
25 Mar 2026
14 Mar 2026
24 Mar 2026
14 Mar 2026
23 Mar 2026
14 Mar 2026
Excavation in foundation and trenches etc. 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 with in all leads and lifts and as per direction and satisfaction of the Engineer-in-charge.
Providing and laying cement concrete 1:3:6(1: cement :3 sand :6 graded stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge.
Providing and laying cement concrete 1:1.5:3(1: cement :1.5 sand :3 graded stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-
Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge.
Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge.
Providing of mild steel/tor steel (reinforcement for RCC work) including bending,binding and placing in positioncomplete in all respect including all leads and lifts as per the direction and entire satisfaction of Engineer-in-Charge.
Providing form work with steel plates 3.15mm. thick welded with angle iron in frame 30x30x5mm. So as to give a fair finish including centering shuttering strutting and propping etc, with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu reinforced concrete and plain concrete work in :-
Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.
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