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💬 Talk to Our Bidding ExpertConstruction Of Truck Lay Bye in Mathura - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Truck Lay Bye " in Mathura, India.
Uttar Pradesh State Industrial Development Corporation Limited
Mathura, Uttar Pradesh, India
NTID 45061198
- Opening Date : Sat 23rd May, 2026
- Closing Date : Fri 22nd May, 2026
- ₹ 7163496.00
- NTID 45061198
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
-
EMD
8452925.00 -
Document Cost
3357.00 -
Estimated Cost
7163496.00
BOQ Items Total Items : 10 | Total Qty : 9597.92
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Sand filling in plinth including supply of necessary quantity of local sand from a distance not exceeding 8 kms from the site of work and including watering dressing etc. required for proper completion of work | 390.00 | Cum |
| 2 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at ONIC, arrd compacting with smooth wheel roller to achieve the desired | 390.00 | cum |
| 3 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to 15:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum. optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller. finishing and curing etc. complete as per direction of Engineer-in-charge. | 234.00 | Cum |
| 4 | Construction of Un-reinforced, plain cement concrete pavement over a prepared sub-base with 43 grade cement or any other type as per Clouse 1501.2.2,M-30(Grade)coarse and fine aggregate conforming to IS 383, maximumsize of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of noty less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film wedges, steel plates including levelling the formwork as per drawing).spreading the concrete with shovels, rakes, compacted using needle screed and plates vibrator and finished in continous operation including and constructional joints applying debonding strip, primer, sealant, near approaches to bridge/culvert and construction joint, admixer as approved curing of concrete slabs for 14 days, cuiring compound (where specified)and water finished to lines and grades as per drawing and technical specification clouse 1501. (for Mathura) | 468.00 | Cum |
| 5 | Steel reinforcement R.C.C work ready to use "cut and bend rebars of approved make from factory/workshop to construction site including placing in position and biding all complete upto plinth level. Steel used in PQC for dowel bars) | 7769.32 | Kg |
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