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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 LAccepted-Finance VILLAGE P O CHAURA TEHSIL NICHAR DISTRICT KINNAUR H P | ₹9.2 L | L1 | Accepted-Finance ACCEPTED |
| 2 | L2₹9.5 LRejected-Finance VILLAGE SHALIYAN P O BAKRAS GUNDAH TEHSIL SHILLAI DISTRICT SIRMOUR H P | BAKRAS GUNDAH | SIRMOUR | HIMACHAL PRADESH | 173027 | ₹9.5 L | L2 | Rejected-Finance REJECTED |
| 3 | L3₹10.0 LRejected-Finance VILLAGE NAWNA P O KANDO BHATNOL TEHSIL SHILLAI DISTRICT SIRMOUR H P | KANDO BHATNOL | SIRMOUR | HIMACHAL PRADESH | ₹10.0 L | L3 | Rejected-Finance REJECTED |
| 4 | L4₹10.1 LRejected-Finance VILLAGE BANDLI PO KANDO BHATNOL TEHSIL SHILLAI DISTRICT SIRMOUR HP | BANDLI | SIRMOUR | HIMACHAL PRADESH | ₹10.1 L | L4 | Rejected-Finance REJECTED |
| 5 | Not Admitted-Fee/PreQual/Technical CONTRACTOR VILLAGE PARDUNI P O GIRINAGAR TEHSIL PAONTA SAHIB DISTRICT SIRMOUR H P | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | SURENDER SINGH L1 | Dhanvir Singh L2 | swaroop singh L3 | CHATTER SINGH L4 |
|---|---|---|---|---|---|---|---|
| 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. | 134.75 | Cum | 510 ₹68,722.50 | 600 ₹80,850 | 700 ₹94,325 | 600 ₹80,850 |
| 2.00Providing, laying, jointing, testing and commissioning in trenches galvanised mild steel tube of following dia. (Light grade) conforming to IS-1239 (part-1)2004 including tube fittings such as tee,Elbow,union and nipple etc. (earth work in trenches to be measured and paid for separately) as per the direction of Engineer-in-charge including all leads and lifts. | |||||||
| 2.01 | 25 mm dia (Light Grade) | 640 | Rmt | 290 ₹1.9 L | 310 ₹2.0 L | 300 ₹1.9 L | 350 ₹2.2 L |
| 2.02 | 32 mm dia (Light Grade) | 1,190 | Rmt | 370 ₹4.4 L | 380 ₹4.5 L | 400 ₹4.8 L | 400 ₹4.8 L |
| 3.00Providing laying, jointing, testing & commissioning at site in trenches following plain ended GMS pipes of following dia. and grade as conforming to BIS 1239-(Part-1)-1990 or latest with up to date ammendments, capable of withstanding required test pressure as prescribed in BIS code, in randum lengths of 5.5 to 6.5 mtr. The pipe's ends shall be bevelled suitable for butt weld, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable (leak proof) in three layers at site of work with welding rods of standard make & all allied accessories whatever required for welding at site, tail pieces, tees, bends manufactured from parent pipes etc. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts as directed by Engineer-Incharge (Earth work shall be measured & paid for seperately). | |||||||
| 3.01Dia. Grade RD | |||||||
| 3.02 | 125mm Heavy 0 to 130 | 130 | Rmt | 1,700 ₹2.2 L | 1,710 ₹2.2 L | 1,800 ₹2.3 L | 1,750 ₹2.3 L |
Tender Value
₹8.5 L
EMD Value
₹17,000
Closing Date
6 Apr 2026, 9:00 amClosed
Executive Engineer Jal Shakti Division Shillai
Executive Engineer Jal Shakti Division Shillai
SH Providing laying and jointing of GMS pipe line in distribution system of GWSS Lohran Jokhala, GWSS Magnal, GWSS Kali Ked and Rising main of LIS Uttri at Booster stage
2026_HPIPH_132342_1
SHL-SMR03-780-JSV DIV-SHILLAI 7866-7915 Dt 23.03.2026
Open Tender
Civil Works
120 days
Shillai
Please refer Tender documents.
8 documents required · 8 mandatory
₹350
Executive Engineer Jal Shakti Division Shillai
₹17,000
23 Apr 2026
25 Mar 2026
6 Apr 2026
25 Mar 2026
6 Apr 2026
25 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
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. | - | Cum | - | - | |
Providing, laying, jointing, testing and commissioning in trenches galvanised mild steel tube of following dia. (Light grade) conforming to IS-1239 (part-1)2004 including tube fittings such as tee,Elbow,union and nipple etc. (earth work in trenches to be measured and paid for separately) as per the direction of Engineer-in-charge including all leads and lifts. | - | - | - | - | |
25 mm dia (Light Grade) | - | Rmt | - | - | |
32 mm dia (Light Grade) | - | Rmt | - | - | |
Providing laying, jointing, testing & commissioning at site in trenches following plain ended GMS pipes of following dia. and grade as conforming to BIS 1239-(Part-1)-1990 or latest with up to date ammendments, capable of withstanding required test pressure as prescribed in BIS code, in randum lengths of 5.5 to 6.5 mtr. The pipe's ends shall be bevelled suitable for butt weld, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable (leak proof) in three layers at site of work with welding rods of standard make & all allied accessories whatever required for welding at site, tail pieces, tees, bends manufactured from parent pipes etc. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts as directed by Engineer-Incharge (Earth work shall be measured & paid for seperately). | - | - | - | - | |
Dia. Grade RD | - | - | - | - | |
125mm Heavy 0 to 130 | 130 | Rmt | - | - |
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