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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-Finance | ₹1.5 L | L1 | Accepted-Finance Due to lowest rate |
| 2 | L2₹1.6 LRejected-Finance R O VILL GARH P O BARRAM TEHSIL JAISINGHPUR DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 175013 | ₹1.6 L | L2 | Rejected-Finance Due to highest rate |
| 3 | L3₹1.6 LRejected-Finance | ₹1.6 L | L3 | Rejected-Finance Due to highest rate |
| Sl No | Description | Qty | Unit | ASHWANI KUMAR L2 | SUMMY SHARMA L3 | KARAN SINGH L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc. (in pipes and pits) in all kinds of soil such as pick work, jumper work, blasting work soft /hard rock, chiesling soft /hard rock where blasting is prohibited, slushy, daldal and saturated soil I/c pumping or bailling out water with in all heights stacking the excavated soil with 15cm layer when required into plinth ,sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus earth as per direction of Engineer-in-Charge with in all leads and lifts . | 9.16 | cum | 370 ₹3,389.20 | 360 ₹3,297.60 | 350 ₹3,206 |
| 2.00 | Providing and laying cement concrete 1:4:8 (1 cement: 4sand: 8graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in foundation and plinth within all leads and lifts. | 0.66 | Cum | 4,510 ₹2,976.60 | 4,699 ₹3,101.34 | 4,500 ₹2,970 |
| 3.00 | Providing and laying cement concrete 1:6:12 (1 cement:6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centering and shuttering in foundation and plinth within all leads and lifts . | 1.63 | Cum | 4,200 ₹6,846 | 4,100 ₹6,683 | 4,200 ₹6,846 |
| 4.00 | Providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish i/c centring, shuttering,strutting and propping etc. with wooden batten and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.height of propping and centring below supporting removal of the same for insitu work in:- In duct of Kuhl within all leads and lifts. | 19.8 | Sqmt | 150 ₹2,970 | 130 ₹2,574 | 150 ₹2,970 |
| 4.01 | Vertical surfaces such as walls(any thickness)bartitions and the like i/c attached,pillasters plinth and string courses and the like within all leads and lifts. | 40.22 | Sqmt | 350 ₹14,077 | 320 ₹12,870.40 | 350 ₹14,077 |
| 5.00 | Providing and laying cement concrete work 1:2:4 (cement 2sand 4 graded stone aggregate 20mm thick nominal size)and curing complete excluding cost or form work and reinforceed concrete work in foundation footing and base columns and the like with in all leads and lifts. | 2.16 | Cum | 7,500 ₹16,200 | 7,999 ₹17,277.84 | 7,500 ₹16,200 |
| 6.00 | Providing and laying Cement concrete 1:5:10(1 cement: 5sand: 10 graded stone agg.40mm nominal size)with 15% plum and curing complete excluding cost of form work In retaining walls/breast walls, the size of plum shall usually be 150mm to 300mm as per HP.PWD specifications. within all leads and lifts. | 21.75 | Cum | 5,000 ₹1.1 L | 5,050 ₹1.1 L | 4,500 ₹97,875 |
| 7.00 | Providing tor /mild steel reinforcement for RCC work i/c bending,binding and placing in position complete upto floor two level within all leads and lifts. | 64.8 | Kg. | 95 ₹6,156 | 100 ₹6,480 | 95 ₹6,156 |
Tender Value
₹1.4 L
EMD Value
₹2,727
Closing Date
2 Apr 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Shahpur
Restoration of rain damage of FIS Rehlu (Nagan) Kuhal in Tehsil Shahpur, Distt, Kangra, (HP)
2026_HPIPH_132246_1
EE/JSDS/NIT/2025-11680-11729 dated- 23/03/2026
Open Tender
Civil Works
Shahpur
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
Executive Engineer
₹2,727
9 Apr 2026
23 Mar 2026
2 Apr 2026
23 Mar 2026
2 Apr 2026
23 Mar 2026
23 Mar 2026 - 2 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in foundation trenches etc. (in pipes and pits) in all kinds of soil such as pick work, jumper work, blasting work soft /hard rock, chiesling soft /hard rock where blasting is prohibited, slushy, daldal and saturated soil I/c pumping or bailling out water with in all heights stacking the excavated soil with 15cm layer when required into plinth ,sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus earth as per direction of Engineer-in-Charge with in all leads and lifts . | |||||
| 2Providing and laying cement concrete 1:4:8 (1 cement: 4sand: 8graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in foundation and plinth within all leads and lifts. | |||||
| 3Providing and laying cement concrete 1:6:12 (1 cement:6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centering and shuttering in foundation and plinth within all leads and lifts . | |||||
| 4Providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish i/c centring, shuttering,strutting and propping etc. with wooden batten and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.height of propping and centring below supporting removal of the same for insitu work in:- In duct of Kuhl within all leads and lifts. | |||||
| 4.01 | Vertical surfaces such as walls(any thickness)bartitions and the like i/c attached,pillasters plinth and string courses and the like within all leads and lifts. | - | Sqmt | - | - |
| 5Providing and laying cement concrete work 1:2:4 (cement 2sand 4 graded stone aggregate 20mm thick nominal size)and curing complete excluding cost or form work and reinforceed concrete work in foundation footing and base columns and the like with in all leads and lifts. | |||||
| 6Providing and laying Cement concrete 1:5:10(1 cement: 5sand: 10 graded stone agg.40mm nominal size)with 15% plum and curing complete excluding cost of form work In retaining walls/breast walls, the size of plum shall usually be 150mm to 300mm as per HP.PWD specifications. within all leads and lifts. | |||||
| 7Providing tor /mild steel reinforcement for RCC work i/c bending,binding and placing in position complete upto floor two level within all leads and lifts. | |||||
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