RENNOVATION OF NEYYASSERY NELLIMALA WATER TANK ROAD AND CONSTRUCTION OF SIDE PROTECTION WALL

Amount

RETAINING WALL

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

OD69161/2024-2025:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 1 m long (0.5 m in rock and 0.5 m in concrete )<br>including drilling holes of 20mm dia to a depth of 0.5 m in rock and filling the gap with cement grout(0.10kg/each) etc complete

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

12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20

12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Interlocking & Concrete Blocks

3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.

OD69200/2024-2025:Supplying and laying interlocking tile 80 mm or nearest size thickness, minimum strength M 30 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete (Labour and Material observed from 55.23 of MORTH data)

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

SHIBU MATHEW

Bidder Name

ANILKUMAR V M

SHIBU MATHEW