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NTID 45202101
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Inquiry NowStrengthening Renovation Of Pr in Meerut - Complete Tender Details
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UTTAR PRADESH HOUSING AND DEVELOPMENT BOARD
Meerut, Uttar Pradesh, India
NTID 45202101
- Opening Date : Wed 17th June, 2026
- Closing Date : Wed 17th June, 2026
- ₹ 0.00
- NTID 45202101
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
1180000.00 -
Document Cost
8850.00 -
Estimated Cost
Refer Documents
BOQ Items Total Items : 159 | Total Qty : 258971.63
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m 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 soil as directed, within a lead of 50 m. All kinds of soil. | 518.82 | CUM |
| 2 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern. | 257.01 | SQM |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 415.00 | CUM |
| 4 | 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. | 5809.64 | SQM |
| 5 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | 802.21 | CUM |
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