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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Finance BASSI UNDER BASSI POWER HOUSE DIVISION HPSEBL JOGINDER NAGAR | SHIMLA | HIMACHAL PRADESH | 171001 | ₹3.9 L | L1 | Admitted-Finance |
| 2 | L2₹4.2 LAdmitted-Finance | ₹4.2 L | L2 | Admitted-Finance |
| 3 | L3₹4.9 LAdmitted-Finance | ₹4.9 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SACHIN KUMAR SHARMA L3 | RAJESH KUMAR GOVT. CONTRACTOR L2 | SURESH KUMAR L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations, trenches etc., in earth work lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres to the entire staisfaction of Engineer-in-charge with in all leads and lifts. | 234 | Cum | 750 ₹1.8 L | 610 ₹1.4 L | 550 ₹1.3 L |
| 2.00Dismentaling of existing G.I. pipes and cutting the welded joints with minimum wastage of pipe and stacking at site of following dia meter as per direction and to the entire satisfaction of Engineer in charge. | ||||||
| 2.01 | 125mm dia | 150 | Rmt. | 310 ₹46,500 | 220 ₹33,000 | 200 ₹30,000 |
| 3.00Laying, jointing (by way of circumfrential butt welded joints by electrical arc welding) and testing of G.I. pipe of following dia meters confirming to IS1239-2001(latest with upto date amendments) having wall thickness as specified below with bevelled/plain ends in a random length of 4 to 7 meters, including manufacturing reducers/tapers, all short pieces, bends etc. as per site requirements made from parent tubes. The laying of pipe will include all operation such as cutting, welding and jointing, fabrication of bends, tees, etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The damaged portion of the pipes and specials made from the parent tube during welding or otherwise shall be provided anticorrisive treatment by applying two coats of anticorrosive bituminous paints over a priming coat as per AWWA specifications C-203-1978. The welding electrods shall be as per IS 814 of Advani Oerlikon/L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfation & direction of Engineer in charge with in all leads and lifts(Earth work in trenches will be measured and paid for separately) (Labour rate) | ||||||
| 3.01 | 125mm dia | 600 | Rmt. | 450 ₹2.7 L | 400 ₹2.4 L | 390 ₹2.3 L |
Tender Value
₹3.0 L
EMD Value
₹5,913
Closing Date
17 Feb 2026, 11:00 amClosed
EE JSD KATRAIN
JSD KATRAIN
SH Dismantling change of alignment, relaying, jointing laying, jointing testing of G.I. pipes of 125mm dia at various RDs
2026_HPIPH_128071_1
8874-8923 dated 07.02.2026
Open Tender
Civil Works
MANALI
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹5,913
21 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
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