Public Works Department Tender

8.29.i - Cable Duct Across the Road - Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. - Single row for one utility service ---- Including cost and conveyance of all materials labour HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work

10.1.4 - Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 63mm dia., 6 kg/sqcm & class 3 ---- Including cost and conveyance of all materials labour HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work

10.1.6 - Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 90mm dia., 6 kg/sqcm & class 3 ---- Including cost and conveyance of all materials labour HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work

I No:6.2.1, P No-49 of Volume-3 - Pavement Quality Concrete using paver - M40 grade Construction of unreinforced, dowel jointed M40 grade Pavement Quality Concrete Pavement over a prepared sub base in recommended proportions, Coarse and Fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a batching and mixing plant as per approved mix design, limiting water cement ratio to maximum 0.40 to achieve minimum flexural strength or modulus of rupture of Concrete being 4.5MPa transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of texturing, contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant as per IRC 57: 2018, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing (Reference to MORTH Specification 602 along with IRC 15: 2017). Fixed form pavers both are permitted for operation. Choice is decided based on Road width availability. If fixed form is used cost shall be deducted at Rs. 200.00/m3 ---- Including cost and conveyance of all materials labour HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work