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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Bid Under Evaluation |
| 2 | Accepted-Technical | Accepted-Technical Bid Under Evaluation |
Tender Value
₹6.7 L
EMD Value
₹13,000
Closing Date
26 Mar 2026, 5:00 pmClosed
SE, MDA
SE, MDA
03 - Muzaffarnagar me Subhash Nagar gali no-14 ke aakhir me v shri Ashok Patla ji ke aawas ke piche ki taraf Indrajeet ke makan se Thakral ke makan tak CC road, nali, interlocking ka nirman karya.
2026_UPMDA_1128267_3
1098/MDA/CD/2025-26 Dt. 19-03-2026 (TB)
Open Tender
Miscellaneous Works
Percentage
30 days
Muzaffarnagar
Tender Fee, EMD and other Documents as per the tender documents/NIT
2 documents required · 2 mandatory
₹1,180
VC, Muzaffarnagar Development Authority
₹13,000
13 May 2026
21 Mar 2026
27 Mar 2026
21 Mar 2026
26 Mar 2026
21 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 |
|---|---|---|---|---|---|
| - | Wire Mesh 1" x 3" size of 10 gauge wire. (SI.No.Ch-1 12 (ii)/2025) SOR (180 - 5% =171) | - | Sqm | - | - |
| - | M-150 brick work in 1:4 cement and coarse sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all material, labour T&P etc. required for proper completion of the work as per direction of the work as per direction of Engineer-in-charge.(SI.No.305a/2022) As per G.O. (4690 - 5% = 4455.50) | - | Cum | - | - |
| - | 12mm thick cement plaster with 1:4 cement and fine sand of 1.25 FM mortar over brick work minimum thickness not to be less than 1cm including supply of all material, labour, tools and plants etc, required for proper completion of the work as per direction of Engineer-in-charge.(SI.No.584/2022) As per G.O. (160 - 5% = 152) | - | Sqm | - | - |
| - | Construction of Granular sub-base providing coarse graded maternal Grade-1 (Table no 400-2). Spreading in unifrorm in layes with motor grader on prepared surface, mong by Mix in place method with rotavator at OMC, and compacting with smooth wheeled roller to achive the desired density, complete as per Clause 401 of MORT&H (A.R.) As per G.O. rate (2234 - 5% = 2217.30) | - | Cum | - | - |
| - | Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in proportion of 1:1.5:3 in cc pavment (thickness as per design) cement coarse & fine aggregate confirming to IS standred mixed in concrete mixer/plant of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed from work(steel channel) laying & fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work spreding the concrete with shovles. rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including hassion cloth for curring of concrete pavments for not less then 14 days, curing compound (Where specified) and water finishing to lines and grade includings supply of all materials, labour Tools &plants etc. required for proper completion of work and also includin complete shifting of Recron 38 fibre reinforcement materials etcl & concrete etc S.I. No. New Item 9/2022 As per G.O. rate (7300 - 5% = 6935) | - | Cum | - | - |
| - | P/L interlocking concrete block pavement having thickness 80 mm as per drawing and technical specification clause 1504 (exclusive G.S.B.) New item no. 14. (820 - 5% =779) | - | Sqm | - | - |
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BOQ_2105441.xls
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