Pro No 707/23 - 24 PANDAASALA TO MANKOTTUKAVU BRIDGE ROAD THOPPIL LANE TARRING CONCRETING VARIOUS BYE LANE INTERLOCKING IN KALADY WARD in Thiruvananthapuram Corporation

Amount

RETARRING INTERLOCK CONCRETE

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.

OD60635/2023-2024: Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil (From DSR 2.28.1)

OD60626/2023-2024: Filling up low lying and waterlogged areas with localmaterial /quarry muck spreading layers levelling the top at site and consolidation by ramming etc complete for improving the CBR Value of subgrade

OD60614/2023-2024:obbsered data modified 6.7.1providing and laying of interlocking Concreting Block Pvements having thickness 80mm including providing a layer of 6mm aggregate for 5cm thickness as per drawings and Technical Specification Clause

OD69197/2023-2024:modified data 6.7.2 Interlocking Concrete block Pavement providing and laying of Interlocking Concrete block pavements having thickness 60mm including providing a layer of 6mm aggregate for 5 cm thickness as per drawing 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)

OD60639/2023-2024:OD15746/2022-2023 Rain Water pit- Providing rain water pit by placing c-c ring 1.20m dia 30cm height 75mm shell thickness (5Nos) filling inside with stone boulders size 5-10mm 15cm depth and coarse sand 1.5-2mm 10cm depth in layers and providing RCC pecast slab 10cm thick with 32mm PVC pipe holes including earth work excavation labour charges etc. complete.

75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)

75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65)

OD60668/2023-2024:OD233319/2022-2023 CHEQUERED PRECASTE CEMENT CONCRETE TILES 22 MM THICK IN FOOT PATH &COURTYYARD,JOINTED WITH NEAT CEMENT SLURRY MIXED WITH PIGMENT TOMATCH THE SHADE OF TILES,INCLUDE RUBBING AND CLEANING ETC.COMPLETE ON 20 MMTHICK BED OF CEMENTMORTAR 1:4 (1CEMENT 4COARSE SAND )ORDINARY CEMENT WITHOUT ANY PIGMENT.

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

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)

HARIKUMAR R

Bidder Name

SHABU B.

HARIKUMAR R