}

Tender For Etah Amanpur Road To In Kasganj Amanpur Via Khushkari Lodhipur Dengri Sheikhpur Hunda Road - Wbm Grading 3-Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading I, kasganj-Uttar Pradesh

Public Works Department has published Tender For Etah Amanpur Road To In Kasganj Amanpur Via Khushkari Lodhipur Dengri Sheikhpur Hunda Road - Wbm Grading 3-Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading I. Submission Date for this Tender is 16-01-2025. Road Work Tenders in kasganj Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

47119566
Tender For Etah Amanpur Road To In Kasganj Amanpur Via Khushkari Lodhipur Dengri Sheikhpur Hunda Road - Wbm Grading 3-Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading I
Tender
Indian
Uttar Pradesh
Kasganj
16-01-2025

Tender Details

Tender For Etah Amanpur Road To In Kasganj Amanpur Via Khushkari Lodhipur Dengri Sheikhpur Hunda Road - WBM Grading 3-Providing, laying, spreading and compacting 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A)By Manual Means 2 Tack Coat (i) Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with Hydraulic broom as per Technical Specification Clause 503.(Including Cost of Bitumen (V G-10 ) 3 20mm thick Open-Graded Premix Carpet using BituminousBinder (VG-10) 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 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 grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - III Type-C By Manual Means (I)Bitumen (VG-10)(Including Cost of Bitumen (V G-10) 4 Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 A.By Manual Means Case - III : Type C (I) Bitumen (VG-10)(Including Cost of Bitumen (V G-10 ) 5 Construction of subgrade and earthen shoulders with approved Material Obtained from Borrow Pits with all lifts and leads, transporting to site, compacted to meet requirement of Tables 300.2 as per Technical Specification Clause 301.1 6 CEMENT CONCRETE PAVEMENT(C.C ROAD) construction of un-reinforced 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 M 30 (grade) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. 7 excavation in soil mixed with moorum shingle kankar requiring the use of special tools and Plants such a pick axes subbals etc.ForBuilding/Drain workonly 8 Providing and laying cement concrete in 1:4:8 (1Cement:4Finesand:8graded stoneaggregate40mmnominalsize) including supply of all material, labour and T&P etc. required for proper completion of the work. 1:4:8butinCoarseSand 9 Reinforced cement concrete workinwalls (anythickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers,abutments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate20 mm nominal size) 10 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete asper Drawing and Technical Specifications.

Key Value

Document Fees
INR 2714 /-
EMD
INR 519000.0 /-
Tender Value
INR 63.75 Lakhs /-
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2025 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail