S-170/25 Reconstruction of drain at St.Antonys bye road, Yuvakalatharang road, chomali parambu road, Karuvelil lane, Ettukattu temple road in div 71

Amount

DRAIN RECONSTRUCTION

2.5.1.C: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. (I) By Manual Means (C) Reinforced Cement Concrete

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

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

11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (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 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

OD396425/2023-2024:Engaging man mazdoor

Tile laying

OD34168/2024-2025:Taking out existing CC interlocking paver blocks footpath/central verge, including removal of rubbish etc. disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 m lead as per direction of engineer in charge.

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material

OD34167/2024-2025:Laying old cement concrete interlocking paver block of any design/shape in required line, level, curvature, color and pattern over and including 50 mm thick compacted bed o coarse sand, filling the joints with fine sand etc. all complete s per direction of engineer in charge (old CC paver block ) shall be suppled by department free of cost).

OD30087/2024-2025:Providing and laying of interlocking concrete block pavements using 80mm M40 hydraulic blocks of approved size,design & shape ,laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness ,etc.all complete as per the direction of engineer in charge

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)

Vimal

Bidder Name

BENEESH KR

Vimal