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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr Quoted ₹1.7 Cr | L1 | Accepted-AOC Awarded |
| 2 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
| 3 | Not Admitted-Fee/PreQual/Technical VILL SAKRAH PO CHAMBI TEHSIL SUNDERNAGAR DISTT MANDI HP | SUNDERNAGAR | MANDI | HIMACHAL PRADESH | - | - | Not Admitted-Fee/PreQual/Technical Others-site visit affidavt is not as per requirement |
| 4 | Not Admitted-Finance NOT AVAILABLE | NEW DELHI | DELHI | 110001 | - | - | Not Admitted-Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | Chitar Singh 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. | 7,122 | Cum. | 650 ₹46.3 L |
| 2.00Providing, laying, jointing and testing in trenches of galvanised mild steel of following dia meter, including carriage of pipe and cost of fittings such as tee, elbow, union and nipple etc. of ISI marked and testing for leakage complete with in all leads and as per the direction of Engineer in charge (Earth work in trenches to be measured and paid for seperately) | ||||
| 2.01 | 15mm dia (LC) | 2,360 | Rmt. | 155 ₹3.7 L |
| 2.02 | 20mm dia (LC) | 2,800 | Rmt. | 250 ₹7 L |
| 2.03 | 25mm dia (LC) | 3,510 | Rmt. | 350 ₹12.3 L |
| 2.04 | 32mm dia (LC) | 3,950 | Rmt. | 430 ₹17.0 L |
| 2.05 | 40mm dia (LC) | 6,220 | Rmt. | 530 ₹33.0 L |
| 2.06 | 50mm dia (LC) | 2,250 | Rmt. | 655 ₹14.7 L |
| 3.00Providing, laying, 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) | ||||
| 3.01 | 65mm dia (LC)(PE) | 1,230 | Rmt. | 799 ₹9.8 L |
Tender Value
₹1.2 Cr
EMD Value
₹2.0 L
Closing Date
27 Mar 2026, 5:00 pmClosed
Executive Engineer
JSV Divi Katrain
Prfoviding laying jojning vand teswting of GI pipe
2026_HPIPH_131949_1
10549-598 dated 16.3.2026
Open Tender
Civil Works
Katrain
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹2.0 L
18 Apr 2026
19 Mar 2026
28 Mar 2026
19 Mar 2026
27 Mar 2026
19 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. | - | - | BI01010001010000000000000515BI0100001113 | |
Providing, laying, jointing and testing in trenches of galvanised mild steel of following dia meter, including carriage of pipe and cost of fittings such as tee, elbow, union and nipple etc. of ISI marked and testing for leakage complete with in all leads and as per the direction of Engineer in charge (Earth work in trenches to be measured and paid for seperately) | - | - | - | - | BI01010001010000000000000515BI0100001114 | |
15mm dia (LC) | - | Rmt. | - | - | BI01010001010000000000000515BI0100001115 | |
20mm dia (LC) | - | Rmt. | - | - | BI01010001010000000000000515BI0100001116 | |
25mm dia (LC) | - | Rmt. | - | - | BI01010001010000000000000515BI0100001117 | |
32mm dia (LC) | - | Rmt. | - | - | BI01010001010000000000000515BI0100001118 | |
40mm dia (LC) | - | Rmt. | - | - | BI01010001010000000000000515BI0100001119 | |
50mm dia (LC) | - | Rmt. | - | - | BI01010001010000000000000515BI0100001120 | |
Providing, laying, 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) | - | - | - | - | BI01010001010000000000000515BI0100001121 | |
65mm dia (LC)(PE) | - | Rmt. | - | - | BI01010001010000000000000515BI0100001122 |
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