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8,241 results • Best match
Annual Plan-Kattappana municipality 2026-27-133/27 Thovarayar Edasseripadi Maruthoorpadi Road Concreting,Ward 27-General Civil Work
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
Annual Plan-lDP-2 O25 -26 VATHIKUDY GP MURIKASSERY MANAKANDAMPADI THEKKINTHANDU ROAD MAINTENANCE-385 26- General Civil Work
ROAD WORK
NCFRW-NC Flood -Thezhukkil Grameena Bank Nellika Road Maintenance-Elayavoor Zonal Under Kannur Municipal Corporation- 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.
Quotation-Annual Plan-EBP 120/2025-26- KAVANATTINKARA DIVISIONMANKUZHI PUTHIYADU PUNKAQSERI PADATHINU PURAMBUND, WARD 3- General Civil Work
OD321877/2025-2026:Construction of embankment with material obtained from borrow pits construction of embankment with approved material ontained from borrow pits with a lift upto 1.5m transporting to site, spreading , grading to required slope and compacting to meet requirements of tables 300.1and 300.2 with a lead upto1000m as per Technical specification clause 301.5(with roller)
NCFRW-NC Flood-S N College Boundary Road Maintenance-Elayavoor Zonal Under Kannur Municipal Corporation-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-32/26-27 -Rayamangalam G.P -K.K Balakrishnan Road Paver block Laying-Ward 10-General Civil Work
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material