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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 CrAccepted-Finance H NO DB 32 SECTOR 36 SUNCITY ROHTAK 124001 | ROHTAK | HARYANA | 124001 | L1 | Accepted-Finance Accepted | |
| 2 | L2₹5.1 Cr+₹56.9 L (12.5%)Accepted-Finance H NO 1100 SECTOR 3 124001 | ROHTAK | HARYANA | 124001 | L2 | Accepted-Finance Accepted | |
| 3 | L3₹5.1 Cr+₹57.9 L (12.7%)Accepted-Finance | L3 | Accepted-Finance Accepted | |
| 4 | L4₹5.2 Cr+₹63.5 L (14.0%)Accepted-Finance NOT AVAILABLE | L4 | Accepted-Finance Accepted | |
| 5 | L5₹5.4 Cr+₹88.0 L (19.4%)Accepted-Finance | L5 | Accepted-Finance Accepted |
Tender Value
₹5.7 Cr
EMD Value
₹11.4 L
Closing Date
22 Aug 2026, 5:00 pmClosed
Sh Ajit Singh
DIV Sonepat
ROUGH COST ESTIMATE FOR PROVIDING INTERNAL SEWERAGE SCHEME IN SECTOR - 13 and 14 PART, U/E, GOHANA (INCLUDING FIVE YEARS MAINTENANCE COST)
2026_HBC_539506_1
20269B9EA315 36D3 49C1 9C2D 4BC91216B453243HSV
Open Tender
Civil Works
Works
390 days
Gohana
2 documents required · 2 mandatory
₹3,000
₹11.4 L
Yes
1 Oct 2026
7 Aug 2026
24 Aug 2026
7 Aug 2026
22 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 | [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. [Through Rate] | - | P.Cum | 0.4 | - |
| 2 | [11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) [Through Rate] | - | P.Sqm | - | - |
| 3 | [11.52]Cement rendering on plaster 1 mm thick [Through Rate] | 1 | P.Sqm | - | - |
| 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) [Through Rate] | - | P.Sqm | - | - |
| 5 | [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 [Through Rate] | - | Each | - | - |
| 6 | [21.43]Extra over the rate laid down in this schedule for cement concrete work more making and finishing benching and complicated floor work in manholes, including formation of channels and bulldozing and smooth finishing the surface accurately to template. [Through Rate] | - | Per sqm benching and flooring surface measures horizontally | 0.87 | - |
| 7 | [21.57.1.10]Providing masonry plugs to ends of sewers of all types with 11.43 cm thick brick wall in cement sand mortar 1:7 with 12 mm thick cement plaster 1:6 (as required by the engineer-in-charge). 1.10. For Circular sewers having internal diameter - 400 mm [Through Rate] | - | Each | - | - |
| 8 | [21.57.1.11]Providing masonry plugs to ends of sewers of all types with 11.43 cm thick brick wall in cement sand mortar 1:7 with 12 mm thick cement plaster 1:6 (as required by the engineer-in-charge). 1.11. For Circular sewers having internal diameter - 450 mm [Through Rate] | - | Each | - | - |
| 9 | [21.57.1.12]Providing masonry plugs to ends of sewers of all types with 11.43 cm thick brick wall in cement sand mortar 1:7 with 12 mm thick cement plaster 1:6 (as required by the engineer-in-charge). 1.12. For Circular sewers having internal diameter - 500 mm [Through Rate] | - | Each | - | - |
| 10 | [21.57.1.13]Providing masonry plugs to ends of sewers of all types with 11.43 cm thick brick wall in cement sand mortar 1:7 with 12 mm thick cement plaster 1:6 (as required by the engineer-in-charge). 1.13. For Circular sewers having internal diameter - 600 mm [Through Rate] | - | Each | - | - |
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