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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.6 LAccepted-Finance | ₹35.6 L | L1 | Accepted-Finance Accept |
| 2 | L2₹36.1 L+₹46,574 (1.31%)Rejected-Finance | ₹36.1 L+₹46,574 (1.31%) | L2 | Rejected-Finance Reject |
| 3 | L3₹37.1 L+₹1.5 L (4.21%)Rejected-Finance | ₹37.1 L+₹1.5 L (4.21%) | L3 | Rejected-Finance Reject |
| 4 | L4₹42.6 L+₹7.0 L (19.6%)Rejected-Finance | ₹42.6 L+₹7.0 L (19.6%) | L4 | Rejected-Finance Reject |
| 5 | L5₹43.6 L+₹8.0 L (22.4%)Rejected-Finance | ₹43.6 L+₹8.0 L (22.4%) | L5 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | ABS CONSTRUCTION L5 | Virender Pundir L6 | Karan jeet Attri L7 | Pariksha Chauhan L1 | Neeraj Kumar Chaudhary L2 | SAURABH CHAUHAN L4 | PREM SINGH L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches in all type of soil such as pickwork jumper work Kankar, moorum, shingles including decomposed soft and hard rock etcupto all heights stacking the excavated earth not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth in all leads and lifts as per the direction of Engineer in-charge. | 1,016.55 | Cum | 220 ₹2,23,641 | 400 ₹4,06,620 | 405 ₹4,11,702.75 | 249 ₹2,53,120.95 | 280 ₹2,84,634 | 320 ₹3,25,296 | 199 ₹2,02,293.45 Lowest |
| 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) | 2,510 | Rmt | 1,649 ₹41,38,990 | 1,620 ₹40,66,200 | 1,630 ₹40,91,300 | 1,319 ₹33,10,690 Lowest | 1,325 ₹33,25,750 | 1,568 ₹39,35,680 | 1,399 ₹35,11,490 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
14 Aug 2026, 1:00 pmClosed
Executive Engineer
Jal Shakti Division Rajgarh
SH Providing Laying and Jointing GMS pipe in gravity main
2026_HPIPH_140803_2
5430-5529 dated 05-08-2026
Open Tender
Pipe Laying Works
Item Rate
180 days
Rajgarh
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,000
₹90,000
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 foundation and trenches in all type of soil such as pickwork jumper work Kankar, moorum, shingles including decomposed soft and hard rock etcupto all heights stacking the excavated earth not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth in all leads and lifts as per the direction of Engineer in-charge. | 1,016.55 | 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) | 2,510 | Rmt | - | - |
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