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NTID 47285249
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💬 Talk to Our Bidding ExpertConstruction of Tahasil Mukhya in Jaunapur - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction of Tahasil Mukhya" in Jaunapur, India.
Public Works Department
Jaunapur, Uttar Pradesh, India
NTID 47285249
- Opening Date : Sat 7th November, 2026
- Closing Date : Sat 7th November, 2026
- ₹ 10500000.00
- NTID 47285249
Key Values: Document Cost: 2714.00 | EMD: 725000.00 | Estimated Cost: 10500000.00
Tender Description
Construction of Tahasil Mukhyalay Sewarai Par Helipad
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
725000.00 -
Document Cost
2714.00 -
Estimated Cost
10500000.00
BOQ Items Total Items : 13 | Total Qty : 2991.66
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.1. SOR-Item No 2.2(i) (Including Cost of All Matarial T&P, Taxes, Labour Cess etc but Excluding GST ) | 0.25 | Ha. |
| 2 | Construction of Embankment with Material Deposited from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2. Morth 305 (Including Cost of All Matarial T&P, Taxes, Labour Cess etc but Excluding GST ) | Cum | |
| 3 | 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 OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Including Cost of All Matarial T&P, Taxes, Labour Cess etc but Excluding GST ) | Cum | |
| 4 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 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 table 600-1, 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, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (Including Cost of All Matarial T&P, Taxes, Labour Cess etc but Excluding GST ) | 101.4 | Cum |
| 5 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement (M-35) over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing (Including Cost of All Matarial T&P, Taxes, Labour Cess etc but Excluding GST ) | Cum |
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