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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.8 LAccepted-AOC | ₹23.8 L | L1 | Accepted-AOC Bidder Lowest amount |
| 2 | L2₹25.3 L+₹1.5 L (6.30%)Rejected-AOC GOVT CONTRACTOR VILLAGE PO RAJA KA TALAB TEHSIL FATEHPUR DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | ₹25.3 L+₹1.5 L (6.30%) | L2 | Rejected-AOC Bidder higher side amount |
| 3 | L3₹25.5 L+₹1.7 L (7.04%)Rejected-AOC | ₹25.5 L+₹1.7 L (7.04%) | L3 | Rejected-AOC Bidder higher side amount |
| Sl No | Description | Qty | Unit | KULDEEP DOGRA L2 | VIJAY MAHAJAN L3 | RAVI DUTT L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches earth work in pick work, jumper work within all leads and lifts stacking the excavated soil not more than 3 mtr 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 watering and then disposing of all surplus excavated earth as directed within all leads and lifts as per direction of Engineer-in-charge. | 858.83 | Cum | 350 ₹3,00,590.5 | 300 ₹2,57,649 | 280 ₹2,40,472.4 Lowest |
| 2.00 | Brick work using common brunt clay building bricks( II nd class) in superstructure above plinth level up to floor two level in cement mortar 1:6 (1 cement : 6 sand ) complete in all respects within all leads and lifts as per direction and satisfaction of Engineer in charge. | 133.6 | Cum | 6,050 ₹8,08,280 Lowest | 7,000 ₹9,35,200 | 6,500 ₹8,68,400 |
| 3.00 | Supply and packing of broken stone of 40mm size within all leads and lifts as per the satisfaction of the Engineer in charge. | 204.85 | Cum | 1,450 ₹2,97,032.5 | 1,450 ₹2,97,032.5 | 1,380 ₹2,82,693 Lowest |
| 4.00 | Supply and packing of broken stone of 20mm size within all leads and lifts as per the satisfaction of the Engineer in charge. | 68.28 | Cum | 1,580 ₹1,07,882.4 | 990 ₹67,597.2 | 950 ₹64,866 Lowest |
| 5.00 | Supply and packing of sand to accommodate the voids lift after packing the 20mm aggergate within all leads and lifts as per the satisfaction of the Engineer in charge. | 136.57 | Cum | 950 ₹1,29,741.5 Lowest | 1,050 ₹1,43,398.5 | 1,000 ₹1,36,570 |
| 6.00 | Providing and laying cement concrete 1 : 2 : 4 (1cement : 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-foundation and plinth complete within all leads and lifts as per the satisfaction of the Engineer in charge. | 57.26 | Cum | 5,900 ₹3,37,834 Lowest | 6,500 ₹3,72,190 | 6,200 ₹3,55,012 |
| 7.00 | Providing tor steel reinforcement for RCC.work including bending,binding and placing in position complete upto any floor level within all leads and lifts as per direction of Engineer-in-charge. | 1,890 | Kgs | 105 ₹1,98,450 | 110 ₹2,07,900 | 95 ₹1,79,550 Lowest |
| 8.00 | Providing slots in hand pump casing pipes in two meters of length | 54 | Job | 1,670 ₹90,180 | 1,620 ₹87,480 | 1,600 ₹86,400 Lowest |
| 9.00Providing, laying & jointing in trenches 4.00 kg.F/ cm2 working pressure polythiene pipes high density conforming to IS:4984-1995 (PE - 80 grade) PN-4 omplete with special flange compression type fittings. (Earth work in trenches to be measured & paid for separately) within all leads & lifts as per the directions and satisfactions of the Engieer-in-Charge. | ||||||
| 9.10 | 125mm dia PN-4 | 324 | Rmt | 800 ₹2,59,200 | 550 ₹1,78,200 | 510 ₹1,65,240 Lowest |
Tender Value
₹21.8 L
EMD Value
₹43,690
Closing Date
10 Aug 2026, 11:00 amClosed
Er.Anand Blouria
Jal Shakti Division Nurpur
Construction of recharging structure of defunct hand pump)
2026_HPIPH_140329_1
EENPREA_1-2834-48 dated 31-07-2026
Open Tender
Civil Works
Item Rate
30 days
Nurpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
₹43,690
21 Sept 2026
31 Jul 2026
10 Aug 2026
31 Jul 2026
10 Aug 2026
31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation trenches earth work in pick work, jumper work within all leads and lifts stacking the excavated soil not more than 3 mtr 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 watering and then disposing of all surplus excavated earth as directed within all leads and lifts as per direction of Engineer-in-charge. | 858.83 | Cum | - | - |
| 2 | Brick work using common brunt clay building bricks( II nd class) in superstructure above plinth level up to floor two level in cement mortar 1:6 (1 cement : 6 sand ) complete in all respects within all leads and lifts as per direction and satisfaction of Engineer in charge. | 133.6 | Cum | - | - |
| 3 | Supply and packing of broken stone of 40mm size within all leads and lifts as per the satisfaction of the Engineer in charge. | 204.85 | Cum | - | - |
| 4 | Supply and packing of broken stone of 20mm size within all leads and lifts as per the satisfaction of the Engineer in charge. | 68.28 | Cum | - | - |
| 5 | Supply and packing of sand to accommodate the voids lift after packing the 20mm aggergate within all leads and lifts as per the satisfaction of the Engineer in charge. | 136.57 | Cum | - | - |
| 6 | Providing and laying cement concrete 1 : 2 : 4 (1cement : 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-foundation and plinth complete within all leads and lifts as per the satisfaction of the Engineer in charge. | 1 | Cum | - | - |
| 7 | Providing tor steel reinforcement for RCC.work including bending,binding and placing in position complete upto any floor level within all leads and lifts as per direction of Engineer-in-charge. | 1,890 | Kgs | - | - |
| 8 | Providing slots in hand pump casing pipes in two meters of length | 54 | Job | - | - |
| 9Providing, laying & jointing in trenches 4.00 kg.F/ cm2 working pressure polythiene pipes high density conforming to IS:4984-1995 (PE - 80 grade) PN-4 omplete with special flange compression type fittings. (Earth work in trenches to be measured & paid for separately) within all leads & lifts as per the directions and satisfactions of the Engieer-in-Charge. | |||||
| 9.1 | 125mm dia PN-4 | 324 | Rmt | - | - |
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