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NTID 46092236
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💬 Talk to Our Bidding ExpertConstruction Of A Concrete Roa in Mahoba - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of A Concrete Roa" in Mahoba, India.
Directorate of Local Bodies UP
Mahoba, Uttar Pradesh, India
NTID 46092236
- Opening Date : Wed 5th August, 2026
- Closing Date : Tue 4th August, 2026
- ₹ 0.00
- NTID 46092236
Key Values: Document Cost: 1534.00 | EMD: 133700.00 | Estimated Cost: 0.00
Tender Description
Construction Of A Concrete Road And Drainage System From Wahid Master House To Surai Toilet Road. (ward No. 03, Lohia Nagar)
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
133700.00 -
Document Cost
1534.00 -
Estimated Cost
Refer Documents
BOQ Items Total Items : 13 | Total Qty : 888.47
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 1000 meter as per MORD technical specification clause 301.5 MORD sepecification 301.5(i) S.No. 3.4(Carted soil) | 520.8 | CUM |
| 2 | Construction of Granular sub base by providing well graded material, spreading in uniform layer with motor grader on prepared surface mixing by mix in place method with with rotavator at OMC and compacting with smooth wheel roller to achive the desired density complete as per clause 401. | 65.1 | CUM |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).As per DSR-4.1.8 | 65.1 | CUM |
| 4 | Construction of un-reinforced, non dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not 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 plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | 97.65 | CUM |
| 5 | Construction of K.C. Drain Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:(All kinds of soil) As per DSR-2.1.1 | 18.9 | CUM |
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