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Tender For Special Repair Of Nagla Keisho Nanau Road (Odr) - Providing, Laying, Spreading And Compacting Stone Aggregates Of Grading-Ii 53 Mm To 22.4 Mm To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling W, hathras-Uttar Pradesh

Public Works Department has published Tender For Special Repair Of Nagla Keisho Nanau Road (Odr) - Providing, Laying, Spreading And Compacting Stone Aggregates Of Grading-Ii 53 Mm To 22.4 Mm To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling W. Submission Date for this Tender is 16-01-2025. Road Work Tenders in hathras Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

47118302
Tender For Special Repair Of Nagla Keisho Nanau Road (Odr) - Providing, Laying, Spreading And Compacting Stone Aggregates Of Grading-Ii 53 Mm To 22.4 Mm To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling W
Open Tender
Indian
Uttar Pradesh
Hathras
16-01-2025

Tender Details

Tender For Special Repair Of Nagla Keisho Nanau Road (Odr) - Providing, laying, spreading and compacting stone aggregates of Grading-II 53 mm to 22.4 mm 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 aggregates, watering and compacting to the required density grading II as per Technical Clause 404 (Excluding Cost of GST) 2 Providing and applying Tack coat with bitumen VG-10 on prepared bituminous surface including cleaning of road surface and spraying tack coat at the rate of 0.30kg sqm using mechincal means. (MoRT&H Specification No. 503 (Excluding Cost of GST) 3 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm & 11.2mm (Proportion 2:1) aggregates using VG-10 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, incluing mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. (Excluding Cost of GST) 4 Providing, laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-B as per Technical Specification Clause 511.(Excluding Cost of GST) 5 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Carted earth 2 km .(Excluding Cost of GST) 6 CEMENT CONCRETE PAVEMENT (CC ROAD) Construction of un- reinforcement plain cement concrete pavement thickness as per design, over a parepared sab base with 43 grade coment or any other type as per clause 1501 1.2M 30(grade) coarse and fine ggregate conforming to IS 383 maximum size of coarse aggregate not exceeding 25mm mised in a concrete mixer of not less then 0.2 Cum capacity and appropriate weight batcher Josing approved mix design, laid in approved fixed side from work (Steel channel laying and faxing of 125 micron thick plastic sheet, wedges steel plates including levelling the form unk as per drawing) spreading the concrete with shovels, rakes compacted using needle arved and plate vibrators and finished in continuous operation including provision of traction and expansation construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (Where pecified) and water finishing to lines and grade as per drawing and technical specification approved Quarry grit Clause 1501 7 Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and 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 directed by the Engineer In-charge upto a distance of 30m from the foundation trenches by Hydraulic excavator/manual means. For Building/ Drain work only. As Per SOR Ch.- 4 S.I. No 251 page 25 (For Drain +Culvert) (Excluding Cost of GST) 8 Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Fine sand : 8 graded stone aggregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. In Foundation and floors. As Per SOR Ch.- 5 S.I. No 275 page 27(For Drain )(Excluding Cost of GST) 9 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-100 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) As Per SOR Ch.- 6 SI. No 6 page 30 (For Drain ) (Excluding Cost of GST) 10 12 mm cement plaster on brick work with cement mortar of mix (upto 10 mtr height from Ground level) 1:3 (1 cement : 4 Coarse sand) As Per SOR Ch.- 13 SI No 1 (PWD SI No 584) page 55(For Drain ) (Excluding Cost of GST) 11 Providing and laying cement concrete in 1:2:4 (1 Cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. All work upto plinth level As Per SOR Ch.- 4 SI. No 5 (PWD SI- 279) page 28 (For DrainWork) (Excluding Cost of GST)

Key Value

Document Fees
INR 2354 /-
EMD
INR 415000.0 /-
Tender Value
INR 43 Lakhs /-
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