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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.8 LAccepted-AOC | ₹10.8 L | 1 | Accepted-AOC Due to L1 |
| 2 | 2₹12.3 LRejected-Finance N A | PALWAL | HARYANA | 121004 | ₹12.3 L | 2 | Rejected-Finance Due to L2 |
| 3 | 3₹17.4 LRejected-Finance | ₹17.4 L | 3 | Rejected-Finance Due to L3 |
| 4 | 4₹17.7 LRejected-Finance | ₹17.7 L | 4 | Rejected-Finance Due to L4 |
| 5 | 5₹17.8 LRejected-Finance | ₹17.8 L | 5 | Rejected-Finance Due to L5 |
| Sl No | Description | Qty | Unit | Ajay Kumar Bassi L2 | Akash Singh L3 | Sahil Thakur L1 | Sandeep Jaswal L4 | Karan Singh L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition below G.L upto 1.50 metres depth including stacking of serviceable materials and disposal of unservicalbe materials within 20 metres lead and including cutting the necessay reinforcement and separating from R.C.C / R.B work | 25.2 | Cum | 3,850 ₹97,020 | 7,180 ₹1.8 L | 4,200 ₹1.1 L | 7,300 ₹1.8 L | 7,300 ₹1.8 L |
| 2.00 | Excavation in foundation , trecnches including jungle clearance (for pipes & pits) up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing of pumping out water, blasting soft/ hard rock or chiselling soft. Hard rock where blasting is prohibited all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring srtutting, planking, timbering and dewatering wherever required, stacking the usable and un-usable material/soil separately and after laying, jointing and testing of pipes returning the usable soil to trenches in 15cm (fifteen centimeters) layers including consolidating of such deposited layer by ramming and watering and then disposing of all of all surplus soil un-usable materials as directed within all leads and lifts including rstoration of un-matalled surfaces to its original condition and also i/c cost of diversion of traffic, night signals, fixing caution boards crossing over trenches for access to houses, etc. complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work. | 193.2 | Cum | 184.9 ₹35,722.68 | 420 ₹81,144 | 210 ₹40,572 | 440 ₹85,008 | 450 ₹86,940 |
| 3.00 | Providing and laying cement concrete 1:4:8 (1 Cement:4 sand : 8 stone aggregate 40 mm nominal size and curing complete excluding cost of form .Foundation, footing bases of column and the like and mass concrete. | 17.6 | Cum | 3,780 ₹66,528 | 5,750 ₹1.0 L | 3,400 ₹59,840 | 5,800 ₹1.0 L | 5,800 ₹1.0 L |
| 4.00Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering,shuttering,strutting and propping etc. with wooden battons and ballies,height of propping and centering below supporting floor to ceiling not exceeding 4.00 mtr and removal of the same for in situ reinforced and plain concrete work in :- | ||||||||
| 5.00 | (a) Flat surfaces such as soffits of suspended floor etc up to 200 mm in thickness with in all leads and lifts complete in all respect. | 136 | Sqm | 231 ₹31,416 | 568 ₹77,248 | 210 ₹28,560 | 600 ₹81,600 | 570 ₹77,520 |
| 6.00 | Vertical surfaces such as walls(any thickness) partitions and the like including attached pilasters, | 480 | Sqm | 224 ₹1.1 L | 400 ₹1.9 L | 220 ₹1.1 L | 400 ₹1.9 L | 390 ₹1.9 L |
| 7.00 | Providing and laying cement concrete 1:2:4 (1cement, :2 sand, :4 graded stone aggregate 20 mm nominal size ) and curing complete excluding cost of form work and reinforcement for RCC work in in foundation and plinth. | 19.8 | Cum | 5,400 ₹1.1 L | 7,244 ₹1.4 L | 4,800 ₹95,040 | 7,400 ₹1.5 L | 7,600 ₹1.5 L |
| 8.00 | In Vertical walls i/c attached, buttresses,pillasters & their caps & bases & string courses etc. upto floor two level. | 36 | Cum | 5,900 ₹2.1 L | 7,610 ₹2.7 L | 4,800 ₹1.7 L | 7,700 ₹2.8 L | 7,800 ₹2.8 L |
| 9.00 | In suspended floors,landing & shelves & their support balconies, Beams,girders,bressumber & cantilever upto floor two level. | 21.6 | Cum | 5,250 ₹1.1 L | 7,713 ₹1.7 L | 4,900 ₹1.1 L | 7,800 ₹1.7 L | 7,800 ₹1.7 L |
| 10.00 | Providing tor steel reinforcement for RCC work including bending binding and placing in position with in all leads and lifts complete in all respect. | 5,210 | Kg | 88.31 ₹4.6 L | 100 ₹5.2 L | 70 ₹3.6 L | 103 ₹5.4 L | 104 ₹5.4 L |
Tender Value
₹17.6 L
EMD Value
₹33,950
Closing Date
29 Oct 2025, 11:00 amClosed
Executive Engineer
Jal Shakti Division Amb
Sub Head Construction of Storm Water Channel at Panjoa over Khasra No. 419 under Deposit Head
2025_HPIPH_118279_1
EE-JSD-Amb-Tender29.10.2025 Job-1
Open Tender
Civil Works
30 days
Amb
Please refer Tender documents.
10 documents required · 10 mandatory
₹500
EE JSD Amb
₹33,950
31 Dec 2025
18 Oct 2025
29 Oct 2025
18 Oct 2025
29 Oct 2025
18 Oct 2025
Amount
Demolition below G.L upto 1.50 metres depth including stacking of serviceable materials and disposal of unservicalbe materials within 20 metres lead and including cutting the necessay reinforcement and separating from R.C.C / R.B work
Excavation in foundation , trecnches including jungle clearance (for pipes & pits) up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing of pumping out water, blasting soft/ hard rock or chiselling soft. Hard rock where blasting is prohibited all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring srtutting, planking, timbering and dewatering wherever required, stacking the usable and un-usable material/soil separately and after laying, jointing and testing of pipes returning the usable soil to trenches in 15cm (fifteen centimeters) layers including consolidating of such deposited layer by ramming and watering and then disposing of all of all surplus soil un-usable materials as directed within all leads and lifts including rstoration of un-matalled surfaces to its original condition and also i/c cost of diversion of traffic, night signals, fixing caution boards crossing over trenches for access to houses, etc. complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
Providing and laying cement concrete 1:4:8 (1 Cement:4 sand : 8 stone aggregate 40 mm nominal size and curing complete excluding cost of form .Foundation, footing bases of column and the like and mass concrete.
Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering,shuttering,strutting and propping etc. with wooden battons and ballies,height of propping and centering below supporting floor to ceiling not exceeding 4.00 mtr and removal of the same for in situ reinforced and plain concrete work in :-
(a) Flat surfaces such as soffits of suspended floor etc up to 200 mm in thickness with in all leads and lifts complete in all respect.
Vertical surfaces such as walls(any thickness) partitions and the like including attached pilasters,
Providing and laying cement concrete 1:2:4 (1cement, :2 sand, :4 graded stone aggregate 20 mm nominal size ) and curing complete excluding cost of form work and reinforcement for RCC work in in foundation and plinth.
In Vertical walls i/c attached, buttresses,pillasters & their caps & bases & string courses etc. upto floor two level.
In suspended floors,landing & shelves & their support balconies, Beams,girders,bressumber & cantilever upto floor two level.
Providing tor steel reinforcement for RCC work including bending binding and placing in position with in all leads and lifts complete in all respect.
Ajay Kumar Bassi (BID ID -576062)
Akash Singh (BID ID -576078)
Sandeep Jaswal (BID ID -576084)
Karan Singh (BID ID -576089)
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