Public Works Department-PWD has published Tender For Reconstruction Of From Pakadia Chaurahe To Ghunghchihi Chaurahe With (With Maintenace Of 5 Years And With Defect Liabiity Period)Cc Road Under Puranpur Assembly Constituence In District Pilibhit. Submission Date for this Tender is 28-03-2024. RCC Road Tenders in pilibhit Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Scarifying the existing bituminous surfaceto a depth of 50 mm and disposal of scarified material with in all lifts and leads upto 1000 metres. |
| 2 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materialas per MORTH Specification section 200, 300 complete in all respects. |
| 3 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 (1:3:6) |
| 4 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. |
| 5 | Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical Specifications |
| 6 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 7 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. G-2 |
| 9 | Providing and laying of 80 mm thick Interlocking cement concrete tiles (300mpa) including laveling and dressing of surface to required level and slope, filling joints with local sand including the cost of material,labour T&P etc.required for proper completion of work as directed by Engineer-in-Charge.(SOR Road work Ch-20 New Item 1) |
| 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Grading-III) |
| 11 | Construction of un-reinforced, dowel jointed, 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, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 12 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc. Ordinary kilometer stone (precast) |
| 13 | Hectometer stone (precast) |
| 14 | Suply and Fixing of M.S. informatory board wide up of 75x75x5mm angle iron (vertical post length 1.95mtr), 40x5mm flat cross angle 1mm thick ms sheet (0.90x0.90 sqm) including exavation of pit (0.45x0.45x0.60 cum), CC1:5:10 cement fine sand and Brick Balast 10cm thick, and cc 1:2:4 cement course sand & 20mm grit (0.45x0.45x0.60 cum), Two coat painting latter writing up to 2.5cm size (225 no)etc complete as per Engineer-in-incharge |
| 15 | Routine Maintenance of road for 05 Years after the completion of work with performance Index (PI) for Road as per Nabard Guidlines with different activities, frequency of operation in every year. Rate Excluding of GST. 1st Year (0%) |
| 16 | 2nd Year (1.00%) |
| 17 | 3rd Year (1.50%) |
| 18 | 4th Year (2.00%) |
| 19 | 5th Year (3.00%) |
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