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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-Finance | ₹2.0 L | L1 | Accepted-Finance Eligible |
| 2 | L2₹2.2 L+₹24,231.65 (12.3%)Rejected-Finance | ₹2.2 L+₹24,231.65 (12.3%) | L2 | Rejected-Finance In Eligible |
| 3 | L3₹2.2 L+₹24,517.45 (12.5%)Rejected-Finance | ₹2.2 L+₹24,517.45 (12.5%) | L3 | Rejected-Finance In Eligible |
| 4 | L4₹2.7 L+₹69,417.05 (35.4%)Rejected-Finance R O RAMSHILLA P O AKHARA BAZAR DISTT KULLU | SHIMLA | HIMACHAL PRADESH | 172001 | ₹2.7 L+₹69,417.05 (35.4%) | L4 | Rejected-Finance In Eligible |
| 5 | L5₹2.7 L+₹78,359.75 (39.9%)Rejected-Finance | ₹2.7 L+₹78,359.75 (39.9%) | L5 | Rejected-Finance In Eligible |
| Sl No | Description | Qty | Unit | Zakir Hussain L1 | Amit sood contractor L4 | Mukul Bhopal L6 | Shiwani L5 | RITESH KAISTHA L2 | GURBACHAN SING L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost to the entire staisfaction of Engineer-in-charge with in all leads and lifts. | 8.16 | Cum | 325 ₹2,652 Lowest | 590 ₹4,814.4 | 650 ₹5,304 | 600 ₹4,896 | 350 ₹2,856 | 400 ₹3,264 |
| 2.00 | Providing and laying in cement concrete 1:6:12 (1cement 6 sand 12 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts | 2.04 | Cum | 6,000 ₹12,240 | 7,500 ₹15,300 | 8,500 ₹17,340 | 7,590 ₹15,483.6 | 5,600 ₹11,424 Lowest | 8,200 ₹16,728 |
| 3.00 | Providing and laying in CC 1:5:10 (1cement 5sand 10 graded stone agg.40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining wall / breast wall, the size of plums shall usually be 150mm to 300mm as per PWD specification and to the entire satisfaction of Engineer-In-Charge. | 24.44 | Cum | 7,000 ₹1,71,080 Lowest | 9,500 ₹2,32,180 | 11,000 ₹2,68,840 | 9,800 ₹2,39,512 | 8,000 ₹1,95,520 | 7,800 ₹1,90,632 |
| 4.00Providing from work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c cantering, shuttering, strutting and propping etc. with wooden battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge in: - | |||||||||
| 4.01 | Vertical surfaces such as wall(any thickness) parti tions and the like including attached pilasters, buttresses, plinth and string courses and the like - | 26.91 | Sqm. | 385 ₹10,360.35 | 500 ₹13,455 | 550 ₹14,800.5 | 550 ₹14,800.5 | 400 ₹10,764 | 380 ₹10,225.8 Lowest |
Tender Value
₹2.5 L
EMD Value
₹5,000
Closing Date
25 Aug 2025, 5:00 pmClosed
Executive Engineer
Jal Shakti Division Kullu
SH C O PCC protection wall for manhole sewer line in Ward No 11 Gurubehar
2025_HPIPH_112191_1
4044-93 Gurubehar
Open Tender
Civil Works
Item Rate
60 days
Gurubehar
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Executive Engineer
₹5,000
9 Dec 2025
13 Aug 2025
26 Aug 2025
14 Aug 2025
25 Aug 2025
14 Aug 2025
Amount
Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost to the entire staisfaction of Engineer-in-charge with in all leads and lifts.
Providing and laying in cement concrete 1:6:12 (1cement 6 sand 12 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts
Providing and laying in CC 1:5:10 (1cement 5sand 10 graded stone agg.40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining wall / breast wall, the size of plums shall usually be 150mm to 300mm as per PWD specification and to the entire satisfaction of Engineer-In-Charge.
Providing from work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c cantering, shuttering, strutting and propping etc. with wooden battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge in: -
Vertical surfaces such as wall(any thickness) parti tions and the like including attached pilasters, buttresses, plinth and string courses and the like -
RITESH KAISTHA (BID ID -547217)
GURBACHAN SING (BID ID -547240)
Amit sood contractor (BID ID -547498)
Shiwani (BID ID -547594)
Mukul Bhopal (BID ID -547552)
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