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Construction Work Of Cc Road F, Mahoba - Tender Details
Explore tender information for Construction Work Of Cc Road F in Mahoba, including eligibility, deadlines, and bid specifics.
Directorate of Local Bodies UP
Mahoba, Uttar Pradesh, India
NTID 38915718
Opening Date : Fri 17th January, 2025- Closing Date : Thu 16th January, 2025
- ₹ 0.00
- NTID 38915718
Construction Work Of Cc Road From Kulpahar Indora Road To Maa Baghvirajan Temple
Key Values: Document Cost: 3894.00 | EMD: 334600.00 | Estimated Cost: 0.00
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
334600.00 -
Document Cost
3894.00 -
Estimated Cost
Refer Documents
BOQ Items Total Items : 6 | Total Qty : 1337.56
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. (as per S.I. No. 251) | 150.15 | 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 OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 | 100.10 | cum |
| 3 | Cement Concrete with 40 mm gauge stone ballast sand of 1.25 FM and cement in proportion of 12:6:1 in making sub base of C.C. road in 7.5 cm/ 10 cm. compacted thickness in foundation and under floors, including supply of all material, labour and T&P etc. required for proper completion of the work. (S.I. No. 273) | 236.600 | cum |
| 4 | Construction of un-reinforced, 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(ch-6) | 341.25 | cum |
| 5 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 meter (20") in depth and earth work in embankment to be in 20 cm. (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.50 meter (5ft.) lifts and 30.00 m. (100 ft.) lead. The earth from cutting to be used in making embankment or to be deposided as spoil banks within 30.00 meters (100 ft.) distance as directed by the Engineer in Charge. | 508.46 | cum |
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