CONSTRUCTION OF RAIN WATER PIT IN MANAPPURAM ROAD AND MANAPPURAM BYE LANE ROAD TO AVOID WATER LOGGING WATERLOGGING AND LAYING OF INTERLOCK IN MANAPPURAM BYE LANE ROAD IN WARD 5 WITHIN THE JURISDICTION OF ALUVA MUNICIPALITY (RE-TENDER)

Amount

Maintenance Works

3.8.1:Excavation in ordinary Rock by manual means <br> Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5.

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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6

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

2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses

OD228741/2024-2025: Interlocking Concrete Block Pavement providing and Laying of Interlocking Concrete Block pavements using 60/80 mm departmental paverblocks , approved size, shape and laid in required pattern over and including a compacted bed of 6mm stone aggregates of 50 mm average thickness etc complete as per the direction of engineer in charge

OD230270/2024-2025:Interlocking Concrete Block Pavement providing and Laying of Interlocking Concrete Block using M40 grade,80 mm thick Hydraulic tiles having thickness 80 mm , approved size, shape and laid in required pattern over and including a compacted bed of 6mm stone aggregates of 50 mm average thickness etc 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)

Bidder Name

SARANG THOMAS