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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-Finance | ₹1.3 Cr | L1 | Accepted-Finance Accepted |
| 2 | L2₹1.3 Cr+₹3.9 L (3.04%)Rejected-Finance DEEP BHAWAN OM VIHAR BHAGWATI NAGAR LOWER KHALINI SHIMLA 09 | SHIMLA | HIMACHAL PRADESH | 171001 | ₹1.3 Cr+₹3.9 L (3.04%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹1.5 Cr+₹18.8 L (14.6%)Rejected-Finance | ₹1.5 Cr+₹18.8 L (14.6%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹1.5 Cr+₹25.4 L (19.7%)Rejected-Finance | ₹1.5 Cr+₹25.4 L (19.7%) | L4 | Rejected-Finance Rejected |
| 5 | L5₹2.1 Cr+₹82.6 L (64.1%)Rejected-Finance HIMACHAL PRADESH HP | ₹2.1 Cr+₹82.6 L (64.1%) | L5 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | BHAW SINGH KAPOOR CONTRACTOR L3 | AJAY CHAUHAN L4 | RAVINDER SINGH L5 | Ranjeet Singh L1 | DEEP CHAND SHARMA L2 | Vijay Pal Singh L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in drain and channels etc. in earth work in all kind of soil such as Kankar Moorum, Shingles, conglomerate saturated soil decomposed or soft rock and hard rock by blasting by (where blasting prohabitated ) including dressing of sides and beds disposing of excavated earth with all leads and lifts disposed earth to be leveled and neatly dressed and then returning the stacked soil into foundation and trenches, etc, including ramming and consolidation the same wherever required with all leads & lifts and including jungle clearance and as per direction of the Engineer-in-Charge. | 9,322.49 | Cum | 330 ₹30,76,421.7 | 280 ₹26,10,297.2 | 520 ₹48,47,694.8 | 180 ₹16,78,048.2 Lowest | 200 ₹18,64,498 | 550 ₹51,27,369.5 |
| 2.00Laying, jointing and testing in trenches of high density polyethylene pipes (HDPE) for use for buried water mains and services. The jointing of pipe shall be done by butt fusion welding which shall conform to clause 3.2.1.2 of IS 7634 (part-II) 2012 etc each pipe shall be BIS marked (IS: 4984-2016 or latest with up to date amendments) of following grade and nominal dia and of pressure rating as under complete in all respects including all leads, lifts at site as directed by the Engineer In charge. (earth work to be measured and paid for separately) | |||||||||
| 2.01 | 50mm dia. PE-80, PN-4 | 1,902 | Rmt | 25 ₹47,550 Lowest | 44 ₹83,688 | 83 ₹1,57,866 | 35 ₹66,570 | 35 ₹66,570 | 90 ₹1,71,180 |
| 2.02 | 63mm dia. PE-80, PN-4 | 474 | Rmt | 25 ₹11,850 Lowest | 46 ₹21,804 | 83 ₹39,342 | 45 ₹21,330 | 35 ₹16,590 | 90 ₹42,660 |
| 2.03 | 75mm dia. PE-80, PN-4 | 339 | Rmt | 50 ₹16,950 | 54 ₹18,306 | 83 ₹28,137 | 60 ₹20,340 | 40 ₹13,560 Lowest | 100 ₹33,900 |
| 2.04 | 90mm dia. PE-80, PN-4 | 599 | Rmt | 50 ₹29,950 | 64 ₹38,336 | 85 ₹50,915 | 60 ₹35,940 | 40 ₹23,960 Lowest | 100 ₹59,900 |
| 2.05 | 110mm dia. PE-80, PN-4 | 525 | Rmt | 50 ₹26,250 | 73 ₹38,325 | 86 ₹45,150 | 65 ₹34,125 | 35 ₹18,375 Lowest | 100 ₹52,500 |
| 2.06 | 140mm dia. PE-80, PN-4 | 1,232 | Rmt | 58 ₹71,456 | 79 ₹97,328 | 95 ₹1,17,040 | 70 ₹86,240 | 40 ₹49,280 Lowest | 110 ₹1,35,520 |
| 2.07 | 50mm dia. PE-100, PN-6 | 1,365 | Rmt | 25 ₹34,125 Lowest | 44 ₹60,060 | 77 ₹1,05,105 | 88 ₹1,20,120 | 25 ₹34,125 Lowest | 90 ₹1,22,850 |
| 2.08 | 63mm dia. PE-100, PN-6 | 176 | Rmt | 25 ₹4,400 Lowest | 47 ₹8,272 | 77 ₹13,552 | 50 ₹8,800 | 25 ₹4,400 Lowest | 90 ₹15,840 |
Tender Value
₹1.6 Cr
EMD Value
₹2.4 L
Closing Date
5 Aug 2026, 9:00 amClosed
Executive Engineer Jal Shakti Division Shillai
Executive Engineer Jal Shakti Division Shillai
(SH Providing, laying, jointing and testing in tranches of galvanized steel welded pipe and laying and jointing of GI pipe and HDPE pipe line of various dia. in distribution system and Providing and fixing 94 Nos. outlet assembly at various Nodes)
2026_HPIPH_139800_1
SHL-SMR03-780-JSV DIV-SHILLAI 2786-2835 Dt 23.7.26
Open Tender
Civil Works
Item Rate
270 days
Shillai
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,000
Executive Engineer Jal Shakti Division Shillai
₹2.4 L
29 Aug 2026
24 Jul 2026
5 Aug 2026
24 Jul 2026
5 Aug 2026
24 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in drain and channels etc. in earth work in all kind of soil such as Kankar Moorum, Shingles, conglomerate saturated soil decomposed or soft rock and hard rock by blasting by (where blasting prohabitated ) including dressing of sides and beds disposing of excavated earth with all leads and lifts disposed earth to be leveled and neatly dressed and then returning the stacked soil into foundation and trenches, etc, including ramming and consolidation the same wherever required with all leads & lifts and including jungle clearance and as per direction of the Engineer-in-Charge. | 9,322.49 | Cum | - | - |
| 2Laying, jointing and testing in trenches of high density polyethylene pipes (HDPE) for use for buried water mains and services. The jointing of pipe shall be done by butt fusion welding which shall conform to clause 3.2.1.2 of IS 7634 (part-II) 2012 etc each pipe shall be BIS marked (IS: 4984-2016 or latest with up to date amendments) of following grade and nominal dia and of pressure rating as under complete in all respects including all leads, lifts at site as directed by the Engineer In charge. (earth work to be measured and paid for separately) | |||||
| 2.01 | 50mm dia. PE-80, PN-4 | 1,902 | Rmt | - | - |
| 2.02 | 63mm dia. PE-80, PN-4 | 474 | Rmt | - | - |
| 2.03 | 75mm dia. PE-80, PN-4 | 339 | Rmt | - | - |
| 2.04 | 90mm dia. PE-80, PN-4 | 599 | Rmt | - | - |
| 2.05 | 110mm dia. PE-80, PN-4 | 525 | Rmt | - | - |
| 2.06 | 140mm dia. PE-80, PN-4 | 1,232 | Rmt | - | - |
| 2.07 | 50mm dia. PE-100, PN-6 | 1,365 | Rmt | - | - |
| 2.08 | 63mm dia. PE-100, PN-6 | 176 | Rmt | - | - |
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