LAC-ADS-SOUTH 2024-25 WARD 31- RENOVATION OF PUNATHIL MEETHAL ROAD-POTHANCHERI MEETHAL ROAD AND DRAINAGES OF KOZHIKODE CORPORATION-General Civil Work

Amount

ROAD AND FOOTPATH

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete

2.5.2.B:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (II) By Mechanical Means (B) Reinforced Cement Concrete

OD253538/2024-2025: Filling with Quarry muck<br>Filling up low lying and water logged areas with local material/quarry muck spreading in layers, levelling the top at the top at the site and consolidation by ramming,etc complete for improving the CBR value of subgrade

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

11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

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)

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

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 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

OD232780/2024-2025:engaging labour for laying pre-cast slab

OD272074/2024-2025:(GSBw/oRolling)Granular sub base /bae /coarse with local material(Table 400.13) by mix in place method normal.Constructionof granular subbase by providing local material spreading in uniform layersbwith motorvgraderon prepared surface,spreading in layers levelling the topat site and consolidation by ramming etc complete as per clause 401.4 as per technical specification clause 408(ii)using graavel mix soil.

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.

OD232779/2024-2025:Interloking cconcrete block pavement providing and laying of interlocking concrete block pavements having thickness 80 mm as per drawings and technical specification clause 1504

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)

OD259388/2024-2025:Item Shifted to sub head 14 as item 14.73 ,14.74 steel work welded in built up sections framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer using structural steel etc.as required in gratings frames guard bars,ladder,railings,brackets,gates, and similar works(REF DAR 10.25.2)

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

OD267976/2024-2025:10.4.A.2 Direction and place identification signs with size moreb than 9sqm size board A retro reflecorized traffic signs to providing erecting direction and place identification.

Bidder Name

SURESH M M