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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.9 LAdmitted-Finance H NO 501 DEEPAK VIHAR KHORA COLONY GHAZIABAD U P PIN CODE 201020 | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 201020 | -7.21% | ₹6.9 L | L1 | Admitted-Finance |
| 2 | L2₹8.6 L+₹1.7 L (23.9%)Admitted-Finance GALI NO 24 SURYAN NAGAR HISAR HARYANA 125005 | HISAR | HISAR | HARYANA | 125005 | +15.00% | ₹8.6 L+₹1.7 L (23.9%) | L2 | Admitted-Finance |
| 3 | L3₹8.8 L+₹1.9 L (26.9%)Admitted-Finance GALI NO 5 SUNAROWALI VINOD NAGAR MILL GATE HISAR | +17.79% | ₹8.8 L+₹1.9 L (26.9%) | L3 | Admitted-Finance |
Tender Value
₹7.5 L
EMD Value
₹16,000
Closing Date
20 Jun 2026, 6:00 pmClosed
BHUPENDER SINGH
DIV 1 Hissar
A/mtc estimate for sewerage scheme of sector- 13P Hisar for the year 2025-2026.
2026_HBC_529397_1
20262F575A96 F223 4BFE 8614 198B0833F446259HSV
Open Tender
Civil Works
Works
90 days
Hisar
Repair and reconstruction of broken manholes on main line Sector-13P HIsar and all other works contingent thereto
2 documents required · 2 mandatory
₹500
Yes
₹16,000
Yes
30 Jun 2026
15 Jun 2026
22 Jun 2026
15 Jun 2026
20 Jun 2026
15 Jun 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 | [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. | 5.63 | cum | 1,863 | ₹10,488.69 |
| 2 | [11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) | 170.1 | Sqm | 139 | ₹23,643.9 |
| 3 | [11.52]Cement rendering on plaster 1 mm thick | 170.1 | Sqm | 28 | ₹4,762.8 |
| 4 | [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) | 234.5 | Sqm | 138 | ₹32,361 |
| 5 | [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 | 428.75 | cum | 110 | ₹47,162.5 |
| 6 | [21.28]Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge | 100 | Each | 298 | ₹29,800 |
| 7 | [21.93.2]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. 2. Type:- Extra Heavy Duty Set (EHD-20) 560MM Clear Opening | 5 | Each | 1,058 | ₹5,290 |
| 8 | [21.95.8]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: 8. 900 mm | 30 | Metre | 4,127 | ₹1,23,810 |
| 9 | [6.25.1]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 1. All works up to plinth level | 16.61 | cum | 4,464 | ₹74,147.04 |
| 10 | [6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns | 41.79 | Sqm | 155 | ₹6,477.45 |
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