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8,206 results • Best match
ANNUAL PLAN PUNALUR MUNICIPALITY PROJ NO-89 MAINTANANCE OF CHAVARUKAVU CHETTUKUZHI -MANIYAR JUNCTION ROAD -PUNALUR MUNICIPALITY-General Civil Work
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
Annual Plan-EBP 220/26-Parippu Division Outer Bund for Olokkari Paddy Field Reg No 22490-General Civil Work
OD456847/2025-2026:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Annual Plan-IDP-2025-26 MAINTANANCE OF PARAKADAVU NELLIPARA ROAD IN KAMAKSHI G P-1099/26-General Civil Work
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
Running contract 2026 27 for TTI COMPOUND-Running contract 2026 27 for Govt. TTI compound kannur General Civil Work
50.14.1.1:Removing and refixing door shutters after necessary repairs for easy opening and closing etc complete as per the direction of site Engineer-in-charge.
AMRUT-Retarring of kaattumaachaal road 0/000 to 0/337 (ward 22)-Sl.No. 33 Elayavoor zonal-General Civil Work
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
2230737-26-MLA-SDF-AMBEDKKAR ROAD TARRING WITH BMBC REACH 2 IN 37,38 KOCHI CORPORATION-KMC-General Civil Work
5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)