2024-25( pro no karuvadathody sc cheriya canal road concreting in mankara gp

Amount

Karuvada thody Sc Colony Canal Road Concrete

11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth

3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

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

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

OD375708/2024-2025:Subgrade Waterproofing providing and applying two coats of Terrasil and Zycobond solution prepared in water in the ratio of 1:1:100(Terrasil:Zycobond:Water ) on the prepared surface of subgrade for water proofing and preventing capillary rise.First spray is to be applied at the rate of 2.5-3.5L/sqm and second spray at the same rate applied after 1-3 hours of applying first spray,using mechanical means and as per the direction of the departmental officers at the site

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)

Name Board

OD290483/2024-2025:suppling and providing readymade GI name board with all conveyance ,labour and hire charges ets coplete using GI hollow tube of size 80x20x1.4mm outer frame ,0.6mm thick iron sheet of size 90*60cm with two coat of enamel painting over a coat of ,lettering with suitable colour and size ,fixing the post in ground with CC 1:2:4 ets complete

ANWAR V A (BID ID -2149971)

Bidder Name

V A ABDUL MUTHALIF

ANWAR V A