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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹96,156Admitted-Finance VILLAGE BANDLI P O KANDO BHATNOL TEHSIL SHILLAI DISTRICT SIRMOUR H P | BANDLI | SIRMOUR | HIMACHAL PRADESH | L1 | Admitted-Finance | |
| 2 | L2₹99,576+₹3,420 (3.56%)Admitted-Finance V P O PUID TEHSIL AND DISTT KULLU | L2 | Admitted-Finance | |
| 3 | L3₹1.1 L+₹10,260 (10.7%)Admitted-Finance GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | L3 | Admitted-Finance | |
| 4 | L4₹1.1 L+₹11,484 (11.9%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹1.6 L+₹59,904 (62.3%)Admitted-Finance VILL KANGER P O BANETHI TEHSIL NAHAN DISTT SIRMOUR | NAHAN | SIRMOUR | HIMACHAL PRADESH | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RAKESH KUMAR L3 | tarun sharma L2 | DHARAM SINGH L5 | AJAY CHAUHAN L4 | Baru Ram L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in drains and channel etc in earth work in all kinds of soil such as kankar, moorum shingles conglomerate saturated soil and decomposed soft and hard rock including dressing of sides and beds , disposing of excavated earth with all leads, lifts disposed earth to be levelled and neatly dressed and then returning the stacked soil into foundation and trenches etc. including ramming and consolidating the same whereever required with all leads, lifts and including jungle clearance as per the direction of Engineer in-charge. | 136.8 | Cum | 370 ₹50,616 | 320 ₹43,776 | 450 ₹61,560 | 300 ₹41,040 Lowest | 420 ₹57,456 |
| 2.00Providing,laying, jointing and testing in trenches high density polyethylene pipes 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: 4984-1995 or latest with up to date amendments)of grade PE.63 of following 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 | 25mm dia. PE-63, PN-2.5 | 900 | Rmt | 62 ₹55,800 | 62 ₹55,800 | 105 ₹94,500 | 74 ₹66,600 | 43 ₹38,700 Lowest |
Tender Value
₹1.5 L
EMD Value
₹3,100
Closing Date
21 Sept 2026, 9:00 amClosed
Executive Engineer Jal Shakti Division Shillai
Executive Engineer Jal Shakti Division Shillai
(SH - Providing,laying and jointing of HDPE pipe in distribution system from Dumot Khalla to Kheel Budel)
2026_HPIPH_143086_7
SHL-SMR03-780-JSV DIV-SHILLAI 3611-3660Dt 09.09.26
Open Tender
Civil Works
Item Rate
60 days
SHILLAI
Please refer Tender documents.
8 documents required · 8 mandatory
₹350
Executive Engineer Jal Shakti Division Shillai
₹3,100
30 Sept 2026
10 Sept 2026
21 Sept 2026
10 Sept 2026
21 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in drains and channel etc in earth work in all kinds of soil such as kankar, moorum shingles conglomerate saturated soil and decomposed soft and hard rock including dressing of sides and beds , disposing of excavated earth with all leads, lifts disposed earth to be levelled and neatly dressed and then returning the stacked soil into foundation and trenches etc. including ramming and consolidating the same whereever required with all leads, lifts and including jungle clearance as per the direction of Engineer in-charge. | 136.8 | Cum | - | - |
| 2Providing,laying, jointing and testing in trenches high density polyethylene pipes 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: 4984-1995 or latest with up to date amendments)of grade PE.63 of following 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 | 25mm dia. PE-63, PN-2.5 | 900 | Rmt | - | - |
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