RETENDER-MLA-SDF-MLA-SDF - Construction of Mangamkulangara railway cross road and drainage -Ward 8 of Haripad Municipality - General Civil Work

Amount

Side Drain

11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth

OD73621/2024-2025:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202&amp:1203 I.P.C.C GRADE m10 i)Nominal mix 1:3:6 with out form work

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

OD73638/2024-2025:scarifying existing bituminous surface to a depth of 150 mm mechanical means scarifying the existing bituminous road surface to a depth of 150 mm and recompacting the aggregate received from scarifying with a three wheel 80-100 KN static roller

OD73655/2024-2025:Granular sub base surface with local materials table(400.13)by mix in place method normal consruction of granular sub base by providing local materials spreading in uniform layers in motor grader on prepared surface mixing by mix in place method with rotavator at once to achieved desired density etc complete as per clause 401.1 as per technical specification clause 408(ii) using gravel mix soil

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)

OD73770/2024-2025:Supply and fixing name board

Bidder Name

HARIKUMAR K