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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-AOC | ₹2.3 L | L1 | Accepted-AOC ok |
| 2 | L2₹2.4 L+₹3,548.99 (1.52%)Rejected-Finance | ₹2.4 L+₹3,548.99 (1.52%) | L2 | Rejected-Finance ok |
Tender Value
₹1.7 L
EMD Value
₹3,380
Closing Date
1 Jun 2026, 5:00 pmClosed
ROHTASH SAHARAN
Rori W.S. Divn. Sirsa
construction of the temporary path (consolidated path ) at RD 100370 of Ratta Khera Karif Channel
2026_HRY_522345_1
2026A27A593C DD96 4F80 BCCD AA42077F8756116IRR
Open Tender
Civil Works
Works
60 days
NUHIYANWALI
construction of the temporary path (consolidated path ) at RD 100370 of Ratta Khera Karif Channel
3 documents required · 3 mandatory
₹500
₹3,380
Yes
2 Jul 2026
18 May 2026
2 Jun 2026
18 May 2026
1 Jun 2026
18 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Item Description HSR Item | |||||
| 1.01 | [21.95.11]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 11. 1400 mm [Through Rate] | - | Metre | - | - |
| 2.01 | [4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. [Through Rate] | 1 | cum | - | - |
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