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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 LAccepted-AOC | ₹1.1 L Quoted ₹1.2 L | L1 | Accepted-AOC Accept |
| 2 | L2₹1.4 L+₹14,799 (12.2%)Rejected-AOC | ₹1.4 L+₹14,799 (12.2%) | L2 | Rejected-AOC Reject |
| 3 | L3₹1.4 L+₹18,790 (15.5%)Rejected-AOC VILLAGE BIDDI P O DARWAR TEHSIL DHARMPUR DISTT MANDI H P | ₹1.4 L+₹18,790 (15.5%) | L3 | Rejected-AOC Reject |
| Sl No | Description | Qty | Unit | M/s Sharma Light house L1 | Kuldeep kumar sharma L3 | Sh Ajay Kuar Chandel L2 |
|---|---|---|---|---|---|---|
| 1.00 | Extraction of silt, Removal of Dabrias/ slip/boulders etc, as per direction and to the entire satisfaciton of Engineer-in-charge upto all lead and lift. | 42 | Cum | 300 ₹12,600 Lowest | 380 ₹15,960 | 360 ₹15,120 |
| 2.00Providing circumferential butt welded joints by electrical arc welding to below mentioned dia and wall thickness MSERW/GMS pipe welded in three number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore)-CITOJFT/ES/ESAR make, conforming to IS 814-1991 including Die pentration test, at site of work complete in all respects, including manual/machanical handling of pipe in all leads and lifts to the entire satisfaciton of Engineer-in-charge. | ||||||
| 2.01 | 65 mm dia | 25 | Joint | 370 ₹9,250 Lowest | 390 ₹9,750 | 380 ₹9,500 |
| 2.02 | 50 mm dia | 28 | Joint | 310 ₹8,680 Lowest | 330 ₹9,240 | 320 ₹8,960 |
| 3.00 | Replacement of double flanged Cast steel sluice valve of 65 mm dia dia of Kirloskar/Leader make conforming to :11816/2000 with up to date amendment as per Class PN-1.0 to withstand in normal seat pressure 10.20Kg/cm² including welding with M.S. flanges table-5 as per IS 6392-1971 including carriage in all leads and lifts asper direction and to the entire satisfaciton of Engineer-in-charge. | 1 | Each | 26,000 ₹26,000 Lowest | 31,000 ₹31,000 | 30,000 ₹30,000 |
| 4.00 | Replacement of double flanged cast steel reflux valve of mm dia of Leader, make to conforming to BS:1868/ API-600 class ASA-150 Including M.S. flanges table-17 as per IS 6392-1971 including weiding of flanges anúcapable of with tanding of nominai seat pressure 21.00Kg/cm² with upto date amendments induding carriage withinall leads and lifts as per dinaction and to the entire satisfaciton of Engineer-in-charge. | 1 | Each | 26,000 ₹26,000 Lowest | 27,000 ₹27,000 | 26,000 ₹26,000 Lowest |
| 5.00Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batten and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain concrete work in: | ||||||
| 5.01 | Vertical surfaces such as walls (any thickness) partition and the like including attached pillasters, buttresses, plinth and string courses and the like. | 21.6 | Sqm | 380 ₹8,208 Lowest | 430 ₹9,288 | 420 ₹9,072 |
| 6.00Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in: | ||||||
| 6.01 | Foundation and plinth. | 4.05 | Cum | 7,500 ₹30,375 Lowest | 9,300 ₹37,665 | 9,200 ₹37,260 |
Tender Value
₹1.5 L
EMD Value
₹3,000
Closing Date
18 Jun 2026, 5:00 pmClosed
Executive Engineer
Jal Shakti Division Dharampur Bharari
Restoration of rain damages to LWSS Bid Bantloo Phase 1st in GP Pipli Tehsil Dharampur Distt. Mandi HP (SDF/2025/901)
2026_HPIPH_136339_1
2830-2879 Dated 10-06-2026
Open Tender
Civil Works
Item Rate
90 days
Pipli
Please refer Tender documents.
7 documents required · 7 mandatory
₹350
Executive Engieer Dharampur Bharari
₹3,000
5 Aug 2026
10 Jun 2026
19 Jun 2026
10 Jun 2026
18 Jun 2026
10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Extraction of silt, Removal of Dabrias/ slip/boulders etc, as per direction and to the entire satisfaciton of Engineer-in-charge upto all lead and lift. | 42 | Cum | 100 | ₹4,200 |
| 2Providing circumferential butt welded joints by electrical arc welding to below mentioned dia and wall thickness MSERW/GMS pipe welded in three number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore)-CITOJFT/ES/ESAR make, conforming to IS 814-1991 including Die pentration test, at site of work complete in all respects, including manual/machanical handling of pipe in all leads and lifts to the entire satisfaciton of Engineer-in-charge. | |||||
| 2.01 | 65 mm dia | 25 | Joint | 100 | ₹2,500 |
| 2.02 | 50 mm dia | 28 | Joint | 100 | ₹2,800 |
| 3 | Replacement of double flanged Cast steel sluice valve of 65 mm dia dia of Kirloskar/Leader make conforming to :11816/2000 with up to date amendment as per Class PN-1.0 to withstand in normal seat pressure 10.20Kg/cm² including welding with M.S. flanges table-5 as per IS 6392-1971 including carriage in all leads and lifts asper direction and to the entire satisfaciton of Engineer-in-charge. | 1 | Each | 100 | ₹100 |
| 4 | Replacement of double flanged cast steel reflux valve of mm dia of Leader, make to conforming to BS:1868/ API-600 class ASA-150 Including M.S. flanges table-17 as per IS 6392-1971 including weiding of flanges anúcapable of with tanding of nominai seat pressure 21.00Kg/cm² with upto date amendments induding carriage withinall leads and lifts as per dinaction and to the entire satisfaciton of Engineer-in-charge. | 1 | Each | 100 | ₹100 |
| 5Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batten and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain concrete work in: | |||||
| 5.01 | Vertical surfaces such as walls (any thickness) partition and the like including attached pillasters, buttresses, plinth and string courses and the like. | 21.6 | Sqm | 100 | ₹2,160 |
| 6Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in: | |||||
| 6.01 | Foundation and plinth. | 4.05 | Cum | 100 | ₹405 |
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