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10,758 results • Best match
Beldanga - Majhyampur Road from Chainage 0.00 kmp. to 1.50 km. (in stretches) repairing work under Murshidabad Highway Division No.I. in the district of Murshidabad during the year 2026-27
Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) For WBM surface (with primer@ 0.85 kg. / sqm.
Construction of Multipurpose Sport Stadium at Mahapalli. i/c W.S.S.F. Electrification & Approach Road Works.
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia complying to IS:458, across the road (new construction), extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, excluding constructing head walls at ends, providing a fill of granular material over top and sides of RCC pipes, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes 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 and approved drawings. NP-3 Pipe (i) Single row for one utility service 300 mm dia
Construction of Multipurpose Sport Stadium at Pussoure. i/c W.S.S.F. Electrification & Approach Road Works.
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia complying to IS:458, across the road (new construction), extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, excluding constructing head walls at ends, providing a fill of granular material over top and sides of RCC pipes, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes 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 and approved drawings. NP-3 Pipe (i) Single row for one utility service 300 mm dia
Chandpara Nahata Akaipur Road Patch repairing work from Ch. 8.00 Kmp to Ch. 10.00 Kmp, under Barasat Highway Division No. II, in the District of North 24 Parganas.
Seal Coat:- Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). By Mechanical Means (i) With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)
Road development works
Road development works from JMR Thottimane Hotel to OHT watertank In Veerasandra Gollahalli Main road In CMC Hebbagodi limits.
Maheshganj Nabadwip Ghat Road from 0.80 km. to 1.80 km. Patch Repairing and Maintenance work under Krishnagar Highway Sub-Division No.-1 of Nadia Highway Division No-I, P.W.(Roads) Dte. in the District of Nadia during the year 2026-27
Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). By Mechanical Means With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)