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Tender For Special Repair Work Of Asr Road To Kahrai Kolakhha Hokar Adi Road - Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes 53-22.4 Mm To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Pa, agra-Uttar Pradesh

Public Works Department has published Tender For Special Repair Work Of Asr Road To Kahrai Kolakhha Hokar Adi Road - Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes 53-22.4 Mm To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Pa. Submission Date for this Tender is 12-02-2025. Road Work Tenders in agra Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

47609667
Tender For Special Repair Work Of Asr Road To Kahrai Kolakhha Hokar Adi Road - Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes 53-22.4 Mm To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Pa
Tender
Indian
Uttar Pradesh
Agra
12-02-2025

Tender Details

Tender For Special Repair work of ASR Road to Kahrai Kolakhha hokar ADI Road - Providing, laying, spreading and compacting stone aggregates of specific sizes 53-22.4 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 2 Providing and applying tack coat with bitumen VG-10 using Bitumen Pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. 3 Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. 4 Providing and laying of premix seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. 5 Construction of un-reinforced, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer,finishing to lines and grades as per drawing. forAgra 6 Construction of embankment/Patri with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MoRT&H clause 305 (3.16) & as directed by Engineer Incharge including all machinery charges & including all labour, T&P etc required for proper completion of the work. 7 Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site. spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per TechnicalSpecification Clause 303.1.(CC Portion) 8 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. As per S.I. No. 251. 9 Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. As per S.I. No.4.1.8 10 Supply and laying & fixing of NP-3 Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and technical specification.. Dia 350 mm 11 Note - 1. GST will be paid as per rule.2. Labour Cess 1% included in above rates and same will be deducted at the time of payment.3. Bitumen/ Emulsion will be issued to the contractor as per Schedule C

Key Value

Document Fees
INR 2360 /-
EMD
INR 513000.0 /-
Tender Value
INR 62.60 Lakhs /-
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