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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC VILLAGE BALYNAPUR KHURD SONIPAT | ₹2.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.0 L+₹5,947.95 (3.02%)Rejected-AOC VILLAGE RATAULI DISTRICT ROHTAK | ROHTAK | ROHTAK | HARYANA | ₹2.0 L+₹5,947.95 (3.02%) | L2 | Rejected-AOC L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2.0 L
EMD Value
₹3,960
Closing Date
12 Aug 2026, 5:00 pmClosed
Jagmal
DIV Panipat
Replacement of damaged storm water pipeline Sector-40 Panipat
2026_HBC_538992_1
202634D0859A 4821 440E AE4C 762A42AA700D241HSV
Open Tender
Civil Works
Works
30 days
Panipat
2 documents required · 2 mandatory
₹250
₹3,960
Yes
9 Sept 2026
6 Aug 2026
13 Aug 2026
6 Aug 2026
12 Aug 2026
7 Aug 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 |
|---|---|---|---|---|---|
| 1 | [14.51.3]Hire charges for Hydraulic excavator/Loader like JCB/Pock lain, Hitachi etc with all accessories having bucket capacity 3. Hire Charges for excavator with over 0.75 cum bucket capacity | 5 | Per day | 9,276 | ₹46,380 |
| 2 | [21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening | - | Each | 1,155 | - |
| 3 | [21.95.2]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: 2. 400 mm | - | Metre | 1,438 | - |
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BOQ_618227.xls
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