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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC R O VILL GARH P O BARRAM TEHSIL JAISINGHPUR DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 175013 | ₹2.0 L Quoted ₹2.2 L | L1 | Accepted-AOC Due to lowest rate |
| 2 | L2₹2.3 LRejected-Finance | ₹2.3 L | L2 | Rejected-Finance Due to highest rate |
| 3 | L3₹2.3 LRejected-Finance VPO DARINI TEHSIL SHAHPUR DISTRICT KANGRA HIMACHAL PRADESH 176206 | KANGRA | HIMACHAL PRADESH | 176206 | ₹2.3 L | L3 | Rejected-Finance Due to highest rate |
| Sl No | Description | Qty | Unit | SHASHI PAUL L3 | SUMMY SHARMA L2 | ASHWANI KUMAR L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc. (in pipes and pits) 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 excavated earth as per directed by the Engineer-in-Charge. | 2.02 | Cum | 320 ₹646.40 | 299 ₹603.98 | 285 ₹575.70 |
| 2.00Laying jointing and testing of bevelled ended G.I. pipe with circumfernital butt welded every two joints (94%) by electric arc welding thickness shall be equal to pipe wall thickes)and testing of G.I. pipe of following dia confirming to ISI 1239-1990 (part-III) having wall thickness as specfied below capable of with standing required test pressure including manufacturing and fabrication of reducers/tapers all short pieces etc. as per site requirement made from parent tubes the laying of pipe including welding of flanges joints of pipe (6%) duly welded including nuts. The duly welded three layer ( Two inner and one outer) and all operation such as cutting, welding , jointing, fabrication of bends tees etc loweing and laying in excavated trenches to ensure required level complete in all respect . The welding electrodes shall be as per IS: 814 of Advani oerlikon/L&T of ISI marked make the damaged portion of pipes (if damages during laying and joints operation of pipe). The rates also including entire carriage of material flushing cleaning and hydraulic testing of pipes D.P. test of butt welded joints complete in all respect and to the best satisfaction and direction of Engineer-in-Charge complete within all leads and lifts. | ||||||
| 2.01 | 65 mm dia | 30 | Rmt | 140 ₹4,200 | 135 ₹4,050 | 130 ₹3,900 |
| 3.00Welding of leakage joints with two layers of various dia i/c coarrage of welding set complete in all respect at site with in all leads and lifts. | ||||||
| 3.01 | 40 mm dia | 70 | Nos | 350 ₹24,500 | 230 ₹16,100 | 220 ₹15,400 |
| 3.02 | 50 mm dia | 75 | Nos | 270 ₹20,250 | 280 ₹21,000 | 280 ₹21,000 |
| 3.03 | 65 mm dia | 70 | Nos | 420 ₹29,400 | 400 ₹28,000 | 350 ₹24,500 |
| 3.04 | 80 mm dia | 75 | Nos | 423 ₹31,725 | 423 ₹31,725 | 420 ₹31,500 |
| 3.05 | 100 mm dia | 70 | Nos | 520 ₹36,400 | 499 ₹34,930 | 500 ₹35,000 |
| 3.06 | 125 mm dia | 75 | Nos | 520 ₹39,000 | 599 ₹44,925 | 555 ₹41,625 |
Tender Value
₹1.9 L
EMD Value
₹3,870
Closing Date
17 Feb 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Shahpur
Restoration of rain damages to WSS Boh Darini in Tehsil Shahpur Distt Kangra (HP)
2026_HPIPH_127868_1
EE/JSDS/NIT/2025- 9667-9716 dated- 07/02/2026
Open Tender
Civil Works
90 days
Shahpur
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Executive Engineer
₹3,870
2 Mar 2026
7 Feb 2026
17 Feb 2026
7 Feb 2026
17 Feb 2026
7 Feb 2026
7 Feb 2026 - 17 Feb 2026
Excavation in foundation trenches etc. (in pipes and pits) 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 excavated earth as per directed by the Engineer-in-Charge.
Laying jointing and testing of bevelled ended G.I. pipe with circumfernital butt welded every two joints (94%) by electric arc welding thickness shall be equal to pipe wall thickes)and testing of G.I. pipe of following dia confirming to ISI 1239-1990 (part-III) having wall thickness as specfied below capable of with standing required test pressure including manufacturing and fabrication of reducers/tapers all short pieces etc. as per site requirement made from parent tubes the laying of pipe including welding of flanges joints of pipe (6%) duly welded including nuts. The duly welded three layer ( Two inner and one outer) and all operation such as cutting, welding , jointing, fabrication of bends tees etc loweing and laying in excavated trenches to ensure required level complete in all respect . The welding electrodes shall be as per IS: 814 of Advani oerlikon/L&T of ISI marked make the damaged portion of pipes (if damages during laying and joints operation of pipe). The rates also including entire carriage of material flushing cleaning and hydraulic testing of pipes D.P. test of butt welded joints complete in all respect and to the best satisfaction and direction of Engineer-in-Charge complete within all leads and lifts.
65 mm dia
Welding of leakage joints with two layers of various dia i/c coarrage of welding set complete in all respect at site with in all leads and lifts.
40 mm dia
50 mm dia
65 mm dia
80 mm dia
100 mm dia
125 mm dia
150 mm dia
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