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Tender For Block Hariharpur Rani Ke Gap Parsa Dehariya Majra Gaddipurwa To Dehariya Primary School Ore Hotmix Coating Maintenance Work Of Road, shravasti-Uttar Pradesh

Zila Panchayat-ZP has published Tender For Block Hariharpur Rani Ke Gap Parsa Dehariya Majra Gaddipurwa To Dehariya Primary School Ore Hotmix Coating Maintenance Work Of Road. Submission Date for this Tender is 25-11-2023. Building Work Tenders in shravasti Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

40705071
Tender For Block Hariharpur Rani Ke Gap Parsa Dehariya Majra Gaddipurwa To Dehariya Primary School Ore Hotmix Coating Maintenance Work Of Road
Open Tender
Indian
Uttar Pradesh
shravasti
25-11-2023

Tender Details

Tender For Block Hariharpur Rani Ke Gap Parsa Dehariya Majra Gaddipurwa To Dehariya Primary School Ore Hotmix Coating Maintenance Work Of Road

Key Value

Document Fees
INR 3540 /-
EMD
INR 64186.0 /-
Tender Value
INR 32.09 Lakhs /-

BOQ Items

Name of Work: Vikas Khand HP ke GP Parsa Dehriya ke majra Gaddipurwa se dehariya Prathmik Vidalay ki or HMP se lepan kaarya
Sl. No. Item Description
1Clearing 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 earlierand 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.
2Earthwork for roadways in soil using manual means incluidng loading in truck for carrying of cut earth to embankment site with all lift and lead upto 1000m, complete.
3Construction 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.
4Providing, laying, spreading and compacting stone aggregate of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stage to proper grade and camber, applying and brooming, stone screening/binding material to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading-2 complete as per Technical Specification Clause 405.
5Providing, laying, spreading and compacting stone aggregate of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stage to proper grade and camber, applying and brooming, stone screening/binding material to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading-3 complete as per Technical Specification Clause 405.
6Brick edging on both sides on road with 2nd class brick 8cm wide, 11.5cm deep including laid dry lengthwise, incuding exavation, refilling, consolidation with a hand packing and spreading nearly surplus earth within a lead of 50mtr, complete with all labours, materials and T&P etc.
7Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5.
8Providing 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 0.70 to 1.0 Kg/Sqm using mechanical means complete as per Technical Specification Clause 502.
9Providing and layingtackcoat with bitumen (VG-10) using rate of 0.35 to 0.40 Kg/Sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per Technical Specification Clause 503.
10Providing laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggragate either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grade to be followed by seal coat of either Type-A, Type-B and Type-C as per Technical Specification Clause 508.
11Providing laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-A, Type-B and Type-C as per Technical Specification Clause 510.
12Supply and Fixing Sign board, complete as per detail drawing.
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