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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.2 LAccepted-Finance | ₹22.2 L | L1 | Accepted-Finance Accept |
| 2 | L2₹22.7 L+₹44,464 (2.00%)Rejected-Finance | ₹22.7 L+₹44,464 (2.00%) | L2 | Rejected-Finance Reject |
| 3 | L3₹22.8 L+₹53,370 (2.40%)Rejected-Finance | ₹22.8 L+₹53,370 (2.40%) | L3 | Rejected-Finance Reject |
| 4 | L4₹24.0 L+₹1.8 L (7.96%)Rejected-Finance ANDHRA POWER HOUSE DIVISION HPSEBL CHIRGAON 171208 | SHIMLA | HIMACHAL PRADESH | 171208 | ₹24.0 L+₹1.8 L (7.96%) | L4 | Rejected-Finance Reject |
| 5 | L5₹28.9 L+₹6.7 L (30.1%)Rejected-Finance | ₹28.9 L+₹6.7 L (30.1%) | L5 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | ABS CONSTRUCTION L5 | RAJESH KUMAR L4 | Pariksha Chauhan L1 | PREM SINGH L2 | Neeraj Kumar Chaudhary L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in drains and channels etc in earth work in all kinds of soil such as kankar moorum , shingles, conglomerate saturated soil decomposed of soft rock & hard rock by blasting including dressing of sides and beds, disposing of excavated earth with in all leads and lifts, disposed earth to be levelled and neatly dressed and then returing the stacked soil in to foundation and trenches etc including ramming and watering and consolidating the same whereever required with all leads, lifts and including jungle clearance and as per the direction of the Engineer Incharge. | 676.35 | Cum | 220 ₹1,48,797 | 460 ₹3,11,121 | 300 ₹2,02,905 | 199 ₹1,34,593.65 Lowest | 300 ₹2,02,905 |
| 2.00Providing,Laying, Jointing and testing & comiisioning at site in trenches following plain ended GMS pipes of following dia and grads as confirming to BIS-1239 (Part-I) 1990 or latest with up to date amendements, capable of withstanding rquired test pressure as prescribed in BIS code in randum lenghts of 5.5 to 6.5 mtr. the pipe ends shall be belleved suitable for butt weld, including the cost of jointing with butt welding rods of standard make & all allied accssories wahtever required for welding at site, tail pieces, tees, bends manufactured from parent pipes etc and cutting whereever required as per site requirement i/e carriage in all leads & lifts as directed by the Engineer-in-charge. ( Earth work to be measured and paid for separately ) | ||||||||
| 2.01 | 100 MM dia (M) | 1,524 | Rmt | 1,800 ₹27,43,200 | 1,370 ₹20,87,880 | 1,325 ₹20,19,300 Lowest | 1,399 ₹21,32,076 | 1,360 ₹20,72,640 |
Tender Value
₹30.0 L
EMD Value
₹60,000
Closing Date
14 Aug 2026, 1:00 pmClosed
Executive Engineer
JSV Rajgarh
SH Providing Laying and Jointing GMS pipe in Gravity Main
2026_HPIPH_140803_5
5430-5529 dated 05-08-2026
Open Tender
Civil Works
Item Rate
90 days
Rajgarh
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,000
₹60,000
Yes
18 Sept 2026
7 Aug 2026
14 Aug 2026
7 Aug 2026
14 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in drains and channels etc in earth work in all kinds of soil such as kankar moorum , shingles, conglomerate saturated soil decomposed of soft rock & hard rock by blasting including dressing of sides and beds, disposing of excavated earth with in all leads and lifts, disposed earth to be levelled and neatly dressed and then returing the stacked soil in to foundation and trenches etc including ramming and watering and consolidating the same whereever required with all leads, lifts and including jungle clearance and as per the direction of the Engineer Incharge. | 676.35 | Cum | - | - |
| 2Providing,Laying, Jointing and testing & comiisioning at site in trenches following plain ended GMS pipes of following dia and grads as confirming to BIS-1239 (Part-I) 1990 or latest with up to date amendements, capable of withstanding rquired test pressure as prescribed in BIS code in randum lenghts of 5.5 to 6.5 mtr. the pipe ends shall be belleved suitable for butt weld, including the cost of jointing with butt welding rods of standard make & all allied accssories wahtever required for welding at site, tail pieces, tees, bends manufactured from parent pipes etc and cutting whereever required as per site requirement i/e carriage in all leads & lifts as directed by the Engineer-in-charge. ( Earth work to be measured and paid for separately ) | |||||
| 2.01 | 100 MM dia (M) | 1,524 | Rmt | - | - |
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