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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAccepted-Finance WARD NO 2 KAILASH NAGAR PALWAL | PALWAL | ₹3.4 Cr | L1 | Accepted-Finance Accepted |
| 2 | L2₹3.6 Cr+₹20.6 L (6.10%)Accepted-Finance 610 3 KURUKSHETRA | KURUKSHETRA | HARYANA | 136030 | ₹3.6 Cr+₹20.6 L (6.10%) | L2 | Accepted-Finance Accepted |
| 3 | L3₹3.7 Cr+₹33.2 L (9.84%)Accepted-Finance | ₹3.7 Cr+₹33.2 L (9.84%) | L3 | Accepted-Finance Accepted |
Tender Value
₹4.1 Cr
EMD Value
₹8.2 L
Closing Date
19 Aug 2026, 5:00 pmClosed
Sh Ajit Singh
DIV Sonepat
ROUGH COST ESTIMATE FOR PROVIDING INTERNAL SWD SCHEME IN SECTOR - 5, U/E, SONIPAT (INCLUDING FIVE YEARS MAINTENANCE COST)
2026_HBC_538835_1
202607CC827B 27FB 4201 8BC9 E9B9E86ED5F4243HSV
Open Tender
Civil Works
Works
365 days
Sonepat
2 documents required · 2 mandatory
₹3,000
₹8.2 L
Yes
22 Sept 2026
5 Aug 2026
20 Aug 2026
5 Aug 2026
19 Aug 2026
5 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 | [11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) [Through Rate] | 1 | P.Sqm | 0.77 | ₹0.77 |
| 2 | [11.52]Cement rendering on plaster 1 mm thick [Through Rate] | 1 | P.Sqm | 0.21 | ₹0.21 |
| 3 | [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 | - | - |
| 4 | [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] | 1 | Per Sqm benching and flooring surface measures horizontally | 0.66 | ₹0.66 |
| 5 | [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 | - | - |
| 6 | [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 | - | - |
| 7 | [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 | - | - |
| 8 | [21.57.1.15]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). 1.15. For Circular sewers having internal diameter - 700 mm [Through Rate] | - | Each | - | - |
| 9 | [21.87.1.1]Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No.10.6) in foundations 1st class brick work laid in cement sand mortar 1:5, 40 mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12mm in thickness of 1:2 cement sand plaster and finished with floating coat of neat cement 1 mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as Specified in item No. Item 21.48) complete to the requirement of the Engineer in-charge 1.1. Single road gully chamber - Size: 610mm x 457mm x 800mm [Through Rate] | - | Each | - | - |
| 10 | [21.87.2.1]Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No.10.6) in foundations 1st class brick work laid in cement sand mortar 1:5, 40 mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12mm in thickness of 1:2 cement sand plaster and finished with floating coat of neat cement 1 mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as Specified in item No. Item 21.48) complete to the requirement of the Engineer in-charge 2.1. Double Road Gully Chamber - Size 1448mm x 457mm x 800mm [Through Rate] | - | Each | - | - |
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