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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical 7 HARIVANDAN CITY JANSATH ROAD MUZAFFARNAGAR | Accepted-Technical Bid Under Evaluation |
| 2 | Rejected-Technical | Rejected-Technical Bid Under Evaluation |
Tender Value
₹11.6 L
EMD Value
₹23,000
Closing Date
24 Feb 2026, 5:00 pmClosed
SE, MDA
SE, MDA
02 - Ganga Ghaat sukratal (suktirtha) per ek 15 x 20 warg fut ka police booth bnaye jane ka karya.
2026_UPMDA_1118023_2
643/MDA/CD/2025-26 Dt. 18-02-2026 (TB)
Open Tender
Miscellaneous Works
Percentage
60 days
Muzaffarnagar
Tender Fee, EMD and other Documents as per the tender documents/NIT
2 documents required · 2 mandatory
₹2,360
VC, Muzaffarnagar Development Authority
₹23,000
23 Apr 2026
19 Feb 2026
25 Feb 2026
19 Feb 2026
24 Feb 2026
19 Feb 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 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. SI.No.15.7.4/2023/DSR, (2060.20x.7281=1500.03) | 34 | cum | 1,500.03 | ₹51,001.02 |
| - | Cartage of Ballast, Kankar, Coal, Grit or Sand etc. including loading & unloading but excluding stackings on pucca roads (SI No. 231a/2022) up to 2 km Distance | 70 | cum | 124.8 | ₹8,736 |
| - | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.(2.8.1/DSR/2023) (260.30 x .7281=189.52) | 36 | cum | 189.52 | ₹6,822.72 |
| - | 1:5:10 (1 cement: 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources). SI.No.4.1.10/2023/DSR (6518.60 x.7281=4746.19) | 4 | cum | 4,850 | ₹19,400 |
| - | Concrete of M25 grade with minimum cement content of 330 kg/cum. SI.No.5.33.1.1/2023/DSR (9504.75 x.7281=6920.40) | 16 | Cum | 6,310 | ₹1,00,960 |
| - | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | - | - | - | - |
| - | Cement mortar 1:4 (1 cement: 4 coarse sand). SI.No.6.1.1/2023/DSR (7370.65 x .7281=5366.57) | 5 | Cum | 5,366.57 | ₹26,832.85 |
| - | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5 mm nominal size derived from natural sources).(SI.No.4.10/2023)/DSR (410.85 x .7281=299.13) | 5 | Sqm | 299.13 | ₹1,495.65 |
| 8 | Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS: 702 applied hot @ 1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade-I (hessian based self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic decimeter per square metre, including preparation of surface but excluding grading complete with:SI.No.22.8/2023/DSR | - | - | - | - |
| - | Bitumen felt (hessian base) type 3 grade I conforming to:SI.No.22.8.1/2023/DSR (515.05 x .7281=375.07) | 5 | Sqm | 375.07 | ₹1,875.35 |
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