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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAdmitted-Finance | ₹5.6 L | L1 | Admitted-Finance |
| 2 | L2₹5.6 LAdmitted-Finance | ₹5.6 L | L2 | Admitted-Finance |
| 3 | L3₹5.8 LAdmitted-Finance | ₹5.8 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Chhaminder Lal L2 | BHUENDER SINGH L1 | ANOKH RAM L3 |
|---|---|---|---|---|---|---|
| 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. | 91.8 | Cum. | 610 ₹55,998 | 598 ₹54,896.40 | 650 ₹59,670 |
| 3.00Providing, laying, jointing (by way of circumfrential butt welded joints by electrical arc welding) and testing of G.I. pipe of following dia meter 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) | ||||||
| 3.01 | 65mm dia | 250 | Rmt. | 850 ₹2.1 L | 846 ₹2.1 L | 890 ₹2.2 L |
| 3.02 | 50mm dia | 430 | Rmt. | 680 ₹2.9 L | 672 ₹2.9 L | 700 ₹3.0 L |
Tender Value
₹5.5 L
EMD Value
₹11,013
Closing Date
30 Mar 2026, 11:00 amClosed
EE Jal shakti Division Katrain
EE Jal shakti Division Katrain
. (SH- C/o Providing, laying, jointing and testing of GI pipes of various dia of 65mm dia at RD 0 to 120,850 to 980 mtr. And 50 mm dia at RD 0 to 430 from source Sujan pani) (under PDNA at Sr. No. 2964)
2026_HPIPH_132224_16
EE Katrain 109561-600 dated 20.03.2026
Open Tender
Civil Works
60 days
Katrain
Please refer Tender documents.
2 documents required · 2 mandatory
₹350
₹11,013
4 Apr 2026
23 Mar 2026
30 Mar 2026
23 Mar 2026
30 Mar 2026
23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
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. | - | Cum. | - | - | itemH1Code1 | |
Providing, laying, jointing (by way of circumfrential butt welded joints by electrical arc welding) and testing of G.I. pipe of following dia meter 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) | - | - | - | - | itemH1Code4 | |
65mm dia | - | Rmt. | - | - | itemH1Code5 | |
50mm dia | - | Rmt. | - | - | itemH2 |
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