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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 LAdmitted-Finance | ₹8.4 L | L1 | Admitted-Finance |
| 2 | L2₹10.6 L+₹2.2 L (26.1%)Admitted-Finance | ₹10.6 L+₹2.2 L (26.1%) | L2 | Admitted-Finance |
| 3 | L3₹10.7 L+₹2.2 L (26.4%)Admitted-Finance | ₹10.7 L+₹2.2 L (26.4%) | L3 | Admitted-Finance |
| 4 | L4₹11.9 L+₹3.4 L (40.7%)Admitted-Finance VILLAGE P O MANSIMBLE TEHSIL PALAMPUR DISTRICT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | ₹11.9 L+₹3.4 L (40.7%) | L4 | Admitted-Finance |
| 5 | L5₹12.3 L+₹3.9 L (45.8%)Admitted-Finance HIMACHAL PRADESH HP | HAMIRPUR | HIMACHAL PRADESH | 174304 | ₹12.3 L+₹3.9 L (45.8%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SANJAY SAINI L4 | Ajeev Kumar L3 | pankaj saini L6 | KULBINDER SINGH GOVT CONTRACTOR L1 | Vinod L8 | Ashwani L2 | RAJE ENGINNERING WORKS L7 | VIJAY KUMAR L5 | Mohit Kumar L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations,trenches etc in earth work in all kind of soil, such as pick work, jumper work, blasting hard or soft rock by chiselling where the blasting work is prohibited slushy daldal and saturated soil including pumping or bailing out water with in all heights, stacking the excavated soil within all leads clear from the edge of excavation and then returning the stacked soil in 15cm (fifteen centimetres) layers, when required into plinths, of foundations etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth, as per the direction of Engineer-in-Charge with in all leads and lifts. | 118.13 | Cum | 450 ₹53,159 | 499 ₹58,947 | 450 ₹53,159 | 220 ₹25,989 Lowest | 350 ₹41,346 | 299 ₹35,321 | 435 ₹51,387 | 550 ₹64,972 | 360 ₹42,527 |
| 2.00 | Providing, Laying, jointing and testing of MSERW (plan ended pipe) with 100% circumfrential butt welded joints by electrical arc welding with minimum two layers capable to withstand required test pressure (minimum welding thickness shall be equal to pipe wall thickness) including manufacturing and fabrication of reducers/ tapers, all short pieces, bends of required degree as per site requirement made from parent tubes. dully welded in three layers (two for outer & one on inner side) and all other operation such as cutting, cleaning, welding, jointing, fabrication of bends, tees etc, lowering and laying in excavated trench to ensure required level i/c flushing, cleaning, and hydraulic testing complete in all respect including all leads and lifts as per the direction and to the entire satisfection of Engineer-In-Charge. 200 mm dia (Medium Class). | 210 | Rmts. | 5,400 ₹11,34,000 | 4,800 ₹10,08,000 | 5,850 ₹12,28,500 | 3,895 ₹8,17,950 Lowest | 6,200 ₹13,02,000 | 4,899 ₹10,28,790 | 6,100 ₹12,81,000 | 5,550 ₹11,65,500 | 6,300 ₹13,23,000 |
Tender Value
₹12.0 L
EMD Value
₹24,075
Closing Date
13 Apr 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Kangra
Providing, Laying, jointing and testing of MSERW Pipe 200 mm dia RD250 TO RD490 for re-alignment due to STP at Tanda.
2026_HPIPH_132315_1
EE/JSDK/NIT/2025-10618-68 dt. 24.03.2026
Open Tender
Civil Works
Item Rate
90 days
Kangra
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹24,075
29 Apr 2026
24 Mar 2026
13 Apr 2026
24 Mar 2026
13 Apr 2026
24 Mar 2026
24 Mar 2026 - 13 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in foundations,trenches etc in earth work in all kind of soil, such as pick work, jumper work, blasting hard or soft rock by chiselling where the blasting work is prohibited slushy daldal and saturated soil including pumping or bailing out water with in all heights, stacking the excavated soil within all leads clear from the edge of excavation and then returning the stacked soil in 15cm (fifteen centimetres) layers, when required into plinths, of foundations etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth, as per the direction of Engineer-in-Charge with in all leads and lifts. | |||||
| 2Providing, Laying, jointing and testing of MSERW (plan ended pipe) with 100% circumfrential butt welded joints by electrical arc welding with minimum two layers capable to withstand required test pressure (minimum welding thickness shall be equal to pipe wall thickness) including manufacturing and fabrication of reducers/ tapers, all short pieces, bends of required degree as per site requirement made from parent tubes. dully welded in three layers (two for outer & one on inner side) and all other operation such as cutting, cleaning, welding, jointing, fabrication of bends, tees etc, lowering and laying in excavated trench to ensure required level i/c flushing, cleaning, and hydraulic testing complete in all respect including all leads and lifts as per the direction and to the entire satisfection of Engineer-In-Charge. 200 mm dia (Medium Class). | |||||
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