Irrigation Department Tender
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The Irrigation Department has issued a formal invitation for competitive bids for Construction Of Bituminous Painting Road At Approach Road Vrb Situated At Km 8.200, 11.550, 15.400, 16.120, 22.900, 24.000, 27.300, 29.700 Nh 33.270, in Mahoba, Uttar Pradesh, with an estimated contract value of Rs. 3,39,14,000. The bid opening date for this tender is 23-12-2024 and the last date for bid submission is 02-01-2025. Interested bidders for Irrigation Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Irrigation Department Tender
Opening Date23 Dec 2024
Closing DateCancelled
Tender Amount₹ 3,39,14,000
Costs
EMD
₹ 6,79,000Document Cost
₹ 6,716Tender Fee
Refer Documents
Summary
Construction Of Bituminous Painting Road At Approach Road Vrb Situated At Km 8.200, 11.550, 15.400, 16.120, 22.900, 24.000, 27.300, 29.700 Nh 33.270,
Description
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Contact
Tender Id
2024_UPIDC_968674_2Tender No
08/SE/2024-25Tender Authority
Irrigation Department ViewPurchaser Address
-Website
http://http://idup.gov.in/
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Documents
BOQ Items
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Earth work in Mar, Kabrar, Ranker & Kanker mixed soil in digging and filling in approach including lead of 1 Km. with power transport & lift of 1.5m. including dressing making profile & watering and mechanical comaction but excluding manual compaction including all material, labour, T&P etc. complete as per direction of Engineer-in-charge.
22680.68
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Granular Sub-Base with well graded material (400.1) A- by Mix in place method
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 caluse 401.
565.99
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By mix in place method (for Blanket Coat) Construction of granular Sub-base Grade-IIIrd by providing well graded material, for Blanket Coat 15cm Compacted thick s 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 caluse 401.
1090.05
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Water Bound Macadam Sub-base/base
WBM Grading-III Providing, laying, spreading and compacting of 22.4-53 mm stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.
522.69
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder
Providing laying and rolling of open greded premix carpet of 20 mm thick compacted composed of 13.2mm and 11.2mm aggregate using bitumen VG-10 @ 1.46 Kg. per sqm to required line, grade & level to serve as wearing coat on a previously prepared base, including mixing in a suitable mixall plant, laying and rolling with a three wheel 80/100 kN static roller capacity finished to required level and grade including all material, labour, T&P hire & fuel charges of mixall and roller etc. (As per MORD Databook clause 5.90 (508)
19698.75
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Water Bound Macadam Sub-base/base
WBM Grading-II
Providing, laying, spreading and compacting of 45-63 mm stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.
314.44
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Seal Coat
Providing laying seal coat type C with 6.7 mm stone chippings @ 0.009 cum per sqm precoated with Bitumen VG-10 @ 0.65 Kg. /sqm in a suitable mixall plant and rolling with a three wheel 80/100 kN static roller to seal the voids in a bituminous surface laid to the specified levels, grade and cross fall as per technical specification Clause and also including all material, labour, T&P hire & fuel charges of mixall and roller etc. (as per MORD data book clause 5.12 (510)
19698.75
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