Irrigation Department Tender
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Irrigation Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date11 Dec 2024
Closing Date16 Dec 2024
Tender Amount₹ 81,34,000
Costs
EMD
₹ 1,62,680Document Cost
₹ 3,174Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPIDC_980357_2Bid Award Id
ViewTender No
11/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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Providing, laying, spreading and compacting machine crushed stone ballast of approved quarry of 22.4-53 mm size to water bound macadam of G-3 specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 ton in stages to proper grade and camber, applying and brooming, crushable screening material i.e. stone dust to fill-up the interstices of coarse aggregate, watering and compacting to the required density including cost of all materials, T&P etc. as per MORD specification no. 405. (By manual mean.)
506.25
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502
6750
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Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
6750
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade Bitumen to reqired line, grade and level to serve as wearing course on a previously prepared surface including mixing Hot Mix Plant,laying with Paver finesher and rolling with a smooth weeled roller 8-10 tone capacity, fifished to required level and grades. As per technical specification no 511
6750
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Providing and laying seal coat with hot mix plant of appropriate capacity not less than 75 ton per hour using crushed stone chipping 6.7 mm size with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 513
6750
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Brick edging on both side of road of M-150 Bricks 8 cm wide and 12 cm deep laid with mud mortar i/c all labour and supply of bricks finished to required templete and ramming the excavated earth as directed by Engineerin Charge.
2.25
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