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Inquiry NowConstruction Work Of Parking N, Meerut - Tender Details
Explore tender information for Construction Work Of Parking N in Meerut, including eligibility, deadlines, and bid specifics.
Meerut Development Authority
Meerut, Uttar Pradesh, India
NTID 38787989
- Opening Date : Wed 22nd January, 2025
- Closing Date : Wed 22nd January, 2025
- ₹ 9443000.00
- NTID 38787989
Construction Work Of Parking Near Pedestrain Friendly Street Kila Road To 45 Mtr Road Ganga Nagar.
Documents
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
189000.00 -
Document Cost
5700.00 -
Estimated Cost
9443000.00
BOQ Items Total Items : 17 | Total Qty : 7501.15
# | Item | Quantity | Units |
---|---|---|---|
1 | DSR 13.4.1 -12 mm cement plaster on rough side of single or half brick wall of mix: 1:4(1 CEMENT: 4 Coarse.2 1:6 (1 cement: 6 coarse sand) (357.35x.7418=265.08) | 251.71 | Sqm |
2 | DSR 5.22.6 - M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorized overlapping shall be measured and including cost of binding wire. (107.85X.7418=80.00/KG) ( Or 80X100=8000 Per QTL) | 303.27 | Qtl |
3 | (AR) - Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause | 397.80 | Cum |
4 | DSR 16.1 - Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. (218.90x.7418=162.38) | 1360.00 | Sqm |
5 | DSR 16.69 - Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer- in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).(10117.60x.7418=7505.24) | 4.19 | Cum |
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