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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-Finance GOVT CONTRACTOR VILLAGE PO RAJA KA TALAB TEHSIL FATEHPUR DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | ₹3.8 L | L1 | Accepted-Finance Due to lowest rate |
| 2 | L2₹4.3 L+₹43,553.50 (11.4%)Rejected-Finance ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | ₹4.3 L+₹43,553.50 (11.4%) | L2 | Rejected-Finance Due to highest rate |
| 3 | L3₹4.5 L+₹62,190.50 (16.2%)Rejected-Finance V P O CHARRI TEH SHAHPUR DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | ₹4.5 L+₹62,190.50 (16.2%) | L3 | Rejected-Finance Due to highest rate |
| 4 | L4₹6.4 L+₹2.6 L (67.0%)Rejected-Finance VILLAGE PO BARMAR TEHSIL JAWALI DISTT KANGRA HP | ₹6.4 L+₹2.6 L (67.0%) | L4 | Rejected-Finance Due to highest rate |
| 5 | L5₹6.9 L+₹3.1 L (80.7%)Rejected-Finance | ₹6.9 L+₹3.1 L (80.7%) | L5 | Rejected-Finance Due to highest rate |
| Sl No | Description | Qty | Unit | ARADHYA ELECTRICAL WORKS L5 | ANIL KUMAR L2 | RAVINDER SINGH PATHANIA L3 | SUBASH CHAND L4 | KULDEEP DOGRA L1 | SIDHANT SHARMA L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc. in earth work 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 layerby ramming and watering and then disposing of all surplus earth as per direction of Engineer-in-Charge with in all leads and lifts . | 25 | Cum | 580 ₹14,500 | 250 ₹6,250 | 250 ₹6,250 | 499 ₹12,475 | 99 ₹2,475 Lowest | 680 ₹17,000 |
| 2.00 | Providing and laying cement concrete 1:3:6(1 cement: 3sand: 6 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts. | 3.75 | Cum | 8,200 ₹30,750 | 5,500 ₹20,625 | 4,999 ₹18,746.25 | 7,800 ₹29,250 | 4,600 ₹17,250 Lowest | 8,400 ₹31,500 |
| 3.00 | 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:-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. | 96 | Sqmtr | 680 ₹65,280 | 15 ₹1,440 Lowest | 190 ₹18,240 | 599 ₹57,504 | 249 ₹23,904 | 780 ₹74,880 |
| 4.00 | Providing and laying cement concrete 1:1.5:3 (1 cement :1.5: Sand : 3 graded stone aggregate 20 mm nominal size and curing complete excluding cost of form work. & rein forcement for reinforces concrete work in :- foundation and plinth with in all leads and lifts. | 41.75 | Cum | 10,200 ₹4,25,850 | 7,000 ₹2,92,250 | 6,999 ₹2,92,208.25 | 9,900 ₹4,13,325 | 5,890 ₹2,45,907.5 Lowest | 11,800 ₹4,92,650 |
| 5.00 | Providing mild/ tor steel reinforcement for RCC work I/c bending ,binding and placing in position complete upto floor two level. | 1,252.5 | Kg | 125 ₹1,56,562.5 | 85 ₹1,06,462.5 | 88 ₹1,10,220 | 102 ₹1,27,755 | 75 ₹93,937.5 Lowest | 145 ₹1,81,612.5 |
Tender Value
₹5.0 L
EMD Value
₹9,982
Closing Date
24 Aug 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Shahpur
(SH- Construction of RCC Retaining wall at RD 0 to 10 - 10.00 mtrs) ).
2026_HPIPH_141234_1
SHP/KNG15-754/2026-4397-4447 dt. 14/08/2026
Open Tender
Civil Works
Item Rate
90 days
Shahpur
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
Executive Engineer
₹9,982
7 Sept 2026
14 Aug 2026
24 Aug 2026
14 Aug 2026
24 Aug 2026
14 Aug 2026
14 Aug 2026 - 24 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation trenches etc. in earth work 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 layerby ramming and watering and then disposing of all surplus earth as per direction of Engineer-in-Charge with in all leads and lifts . | 25 | Cum | - | - |
| 2 | Providing and laying cement concrete 1:3:6(1 cement: 3sand: 6 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts. | 3.75 | Cum | - | - |
| 3 | 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:-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. | 96 | Sqmtr | - | - |
| 4 | Providing and laying cement concrete 1:1.5:3 (1 cement :1.5: Sand : 3 graded stone aggregate 20 mm nominal size and curing complete excluding cost of form work. & rein forcement for reinforces concrete work in :- foundation and plinth with in all leads and lifts. | 41.75 | Cum | - | - |
| 5 | Providing mild/ tor steel reinforcement for RCC work I/c bending ,binding and placing in position complete upto floor two level. | 1,252.5 | Kg | - | - |
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