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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.0 LAccepted-AOC | ₹25.0 L Quoted ₹27.9 L | L1 | Accepted-AOC awarded |
| 2 | L2₹30.2 LRejected-AOC VILLAGE PORI P O MOHANI TEHSIL BANJAR DISTT KULLU H P | KULLU | HIMACHAL PRADESH | 172002 | ₹30.2 L | L2 | Rejected-AOC L2 |
| 3 | L3₹31.0 LRejected-AOC R O VILLAGE AND PO DIYAR TEHSIL BHUNTAR DISTT KULLU H P | ₹31.0 L | L3 | Rejected-AOC L3 |
| 4 | Not Admitted-Fee/PreQual/Technical VILL PACHEHU PO SACHANI TEHSIL BHUNTAR DISTT KULLU H P | SHIMLA | HIMACHAL PRADESH | 172001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Nikhil Sharma L3 | Tejaswi Ram L1 | GOPI CHAND L2 |
|---|---|---|---|---|---|---|
| 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. | 1,206 | Cum. | 580 ₹7.0 L | 500 ₹6.0 L | 600 ₹7.2 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) | 1,800 | Rmt. | 160 ₹2.9 L | 138 ₹2.5 L | 150 ₹2.7 L |
| 2.02 | 20mm dia (LC) | 1,200 | Rmt. | 200 ₹2.4 L | 178 ₹2.1 L | 190 ₹2.3 L |
| 2.03 | 25mm dia (LC) | 1,000 | Rmt. | 290 ₹2.9 L | 258 ₹2.6 L | 270 ₹2.7 L |
| 2.04 | 32mm dia (LC) | 800 | Rmt. | 450 ₹3.6 L | 395 ₹3.2 L | 420 ₹3.4 L |
| 2.05 | 40mm dia (LC) | 700 | Rmt. | 570 ₹4.0 L | 540 ₹3.8 L | 570 ₹4.0 L |
| 2.06 | 50mm dia (LC) | 600 | Rmt. | 650 ₹3.9 L | 610 ₹3.7 L | 630 ₹3.8 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 | 50mm dia (LC)(PE) | 300 | Rmt. | 650 ₹1.9 L | 610 ₹1.8 L | 640 ₹1.9 L |
Tender Value
₹25.7 L
EMD Value
₹51,357
Closing Date
9 Apr 2026, 5:00 pmClosed
EE Jal Shakti Division Larji
EE Jal Shakti Division Larji
(SH- Providing, laying, jointing and testing of G.I. pipes of various dia at diffrent RD) (Under PDNA at Sr. No. 19132 , 19138,19098,19097, 19167, 19162, 19113, 19182, 19126, 19099,19095, 19148, and 19171)
2026_HPIPH_133188_3
EE Larji NIT NO- 16-115 dated 02.04.2026
Open Tender
Civil Works
60 days
Banjar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
EE Jal Shakti Division Larji
₹51,357
4 May 2026
2 Apr 2026
10 Apr 2026
2 Apr 2026
9 Apr 2026
2 Apr 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 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) | - | - | - | - | itemH1Code2 | |
15mm dia (LC) | - | Rmt. | - | - | itemH1Code3 | |
20mm dia (LC) | - | Rmt. | - | - | itemH1Code4 | |
25mm dia (LC) | - | Rmt. | - | - | itemH1Code5 | |
32mm dia (LC) | - | Rmt. | - | - | itemH1Code6 | |
40mm dia (LC) | - | Rmt. | - | - | itemH1Code7 | |
50mm dia (LC) | - | Rmt. | - | - | itemH1Code8 | |
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) | - | - | - | - | itemH1Code9 | |
50mm dia (LC)(PE) | - | Rmt. | - | - | itemH1Code10 |
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