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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC DALHOUSIE HIMACHAL PRADESH | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.2 L+₹26,048.50 (6.56%)Rejected-Finance C O NIDHI MEDICAL STORE LAKKAR BAZAR SHIMLA 01 | SHIMLA | HIMACHAL PRADESH | 171001 | L2 | Rejected-Finance L2 | |
| 3 | L3₹4.3 L+₹29,945.20 (7.54%)Rejected-Finance OFFICE AT CHARRI TEH SHAHPUR DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | SURINDER KUMAR L3 | JAGDISH KUMAR L1 | Roshan Lal L2 |
|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work in all kind of soil and classification of soil such as pick work, jumper work, blasting work, saturated soil including chiselling/wedging out of rocks (where blasting work is prohibited) conglomerate rocks and mixed variety of siol etc. up to all leads and lifts stacking the serviceable and unserviceable material seperately and disposal of excavated earth within all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. (Pick Work 90% & Jumper Work 10%) | 14.4 | Cum | 575 ₹8,280 | 525 ₹7,560 Lowest | 560 ₹8,064 |
| 2.00 | Excavation in foundations, trenches etc. in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required in to 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 20m in (100% pick work) | 2.06 | Cum | 680 ₹1,400.8 | 610 ₹1,256.6 Lowest | 660 ₹1,359.6 |
| 3.00 | Providing and laying cement conrete 1:6:12 (1 cement : 6 sand and : 12 grade stone aggregate 40mm nominal size) and curing complete excluding cost of form work and reinfocement for reinforced concrete work in foundation and plinth upto all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge. | 4.8 | Cum | 12,500 ₹60,000 | 11,500 ₹55,200 Lowest | 12,400 ₹59,520 |
| 4.00 | Random rubble masonry/polygonal rubble masonry (Uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 Sand : 12 Graded stone aggregate 20mm nominal size) in cement mortar 1:6 (1 cement:6 sand) in breast walls and retaining walls including curing complete as per direction and to the antire satiafaction of the Engineer-in- charge in all lead and lifts. | 10.54 | Cum | 15,500 ₹1,63,370 | 13,800 ₹1,45,452 Lowest | 15,350 ₹1,61,789 |
| 5.00 | C/o Dry rubble masonry in breast wall, retaining walls, revetment walls and parapets etc. in all leads and lifts or as per the direction of the Engineer-in-Charge. | 29.89 | Cum | 5,500 ₹1,64,395 | 5,350 ₹1,59,911.5 Lowest | 5,450 ₹1,62,900.5 |
| 6.00Providing cement concrete lining 15 cm thick for irrigation channel using cement concrete 1:3:6 (1 cement : 3 sand : 6 grade stone aggregate 20mm nominal size) upto all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge. | ||||||
| 6.01 | Hand mixed concrete lining in bed. | 0.9 | Cum | 14,600 ₹13,140 | 13,900 ₹12,510 Lowest | 14,600 ₹13,140 |
| 6.02 | Hand mixed concrete lining in side slopes. | 1.05 | Cum | 14,980 ₹15,729 | 13,900 ₹14,595 Lowest | 14,900 ₹15,645 |
| 7.00 | Extra allowances for form work in concrete lining on side slopes complete in all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge. | 1.05 | Cum | 640 ₹672 | 530 ₹556.5 Lowest | 640 ₹672 |
Tender Value
₹3.6 L
EMD Value
₹7,110
Closing Date
13 Aug 2025, 2:00 pmClosed
Executive Engineer
Jal Shakti Division Keylong
SH C o CC lining at various RD s 15 mtrs, and C o retaining wall at various RD s 13.50 mtrs
2025_HPIPH_111400_1
5937-5986 dated 31.07.2025
Open Tender
Civil Works
Item Rate
31 days
JSV Sub Division Udaipur
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
EE Keylong
₹7,110
3 Oct 2025
1 Aug 2025
13 Aug 2025
1 Aug 2025
13 Aug 2025
2 Aug 2025
Amount
Cutting in earth work in all kind of soil and classification of soil such as pick work, jumper work, blasting work, saturated soil including chiselling/wedging out of rocks (where blasting work is prohibited) conglomerate rocks and mixed variety of siol etc. up to all leads and lifts stacking the serviceable and unserviceable material seperately and disposal of excavated earth within all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. (Pick Work 90% & Jumper Work 10%)
Excavation in foundations, trenches etc. in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required in to 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 20m in (100% pick work)
Providing and laying cement conrete 1:6:12 (1 cement : 6 sand and : 12 grade stone aggregate 40mm nominal size) and curing complete excluding cost of form work and reinfocement for reinforced concrete work in foundation and plinth upto all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.
Random rubble masonry/polygonal rubble masonry (Uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 Sand : 12 Graded stone aggregate 20mm nominal size) in cement mortar 1:6 (1 cement:6 sand) in breast walls and retaining walls including curing complete as per direction and to the antire satiafaction of the Engineer-in- charge in all lead and lifts.
C/o Dry rubble masonry in breast wall, retaining walls, revetment walls and parapets etc. in all leads and lifts or as per the direction of the Engineer-in-Charge.
Providing cement concrete lining 15 cm thick for irrigation channel using cement concrete 1:3:6 (1 cement : 3 sand : 6 grade stone aggregate 20mm nominal size) upto all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.
Hand mixed concrete lining in bed.
Hand mixed concrete lining in side slopes.
Extra allowances for form work in concrete lining on side slopes complete in all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.
Roshan Lal (BID ID -543603)
SURINDER KUMAR (BID ID -543594)
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