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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.8 LAccepted-AOC HSVP OFFICE COMPLEX SECTOR 13 HISAR | HISAR | HISAR | HARYANA | ₹33.8 L | L1 | Accepted-AOC ok |
| 2 | L2₹34.1 L+₹32,585.87 (0.96%)Rejected-Finance 308 MANDI ROAD BARWALA 125121 | HISAR | HARYANA | 125121 | ₹34.1 L+₹32,585.87 (0.96%) | L2 | Rejected-Finance higher bid |
| 3 | L3₹36.2 L+₹2.4 L (6.98%)Rejected-Finance BHIWANI HARYANA | BHIWANI | HARYANA | 127021 | ₹36.2 L+₹2.4 L (6.98%) | L3 | Rejected-Finance higher bid |
Tender Value
₹39.3 L
EMD Value
₹78,520
Closing Date
2 Apr 2026, 5:00 pmClosed
BHUPENDER SINGH
DIV 2 Hissar
Rough Cost Estimate gor replacement of shuttled and damaged sewer line of 800mm i/d RCC NP3 pipe at STP Site Sector 14-P-II, Hisar
2026_HBC_511222_1
2026B80039D3 4877 49DE 969F 9E41F525FCBD260HSV
Open Tender
Civil Works
Works
90 days
Hisar
33/2026
2 documents required · 2 mandatory
₹1,000
₹78,520
Yes
27 May 2026
27 Mar 2026
3 Apr 2026
27 Mar 2026
2 Apr 2026
27 Mar 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[11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) [Through Rate] | |||||
| 2[11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate] | |||||
| 3[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 [Through rate] | |||||
| 4[15.1.2.1]Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications Ordinary soil 2.1. Mechanical Means Depth up to 3 m [Through Rate] | |||||
| 5[15.1.2.2]Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications Ordinary soil 2.2. Mechanical Means Depth 3 m to 6 m [Through Rate] | |||||
| 6[15.1.2.3]Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications Ordinary soil 2.3. Mechanical Means Depth above 6m [Through Rate] | |||||
| 7[17.69.3]Interlocking Concrete Block Pavement 3. Providing and Laying 60 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 35 over the bed of 25 mm thick fine sand complete in all respect. [Through Rate] | |||||
| 8[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 [Through Rate] | |||||
| 9[21.95.7]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: 7. 800 mm [Through Rate] | |||||
| 10[3.1.18]By Mechanical Transport including loading, unloading and stacking 18. Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 10 km for all lifts, complete as per directions of Engineer-in-charge. [Rate] | |||||
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