CMLRRP-820(Phase 2)/20-21/KTPDY- Panipra Societyppady Nooleli Kshethram Road and Panipra Societyppady Canal Bund bylane Road (Ward 9)

Amount

CC Tile Paving ,Retaining wall & Irish Drain

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation 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

od807266/2020_2021 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

od808821/2020_2021 : Providing and laying 100mm thick factory made cement concrete interlocking paver<br>block of M 30<br>grade made by block making machine with strong vibratory compaction, of approved size, design &<br>shape, laid in required colour and pattern over and including 50mm thick compacted bed of 6mm<br>metal, filling the joints with M- sand etc. all complete as per the direction of engineer-in-charge.

od789640/2020_2021 : Proving concrete for plain concrete in pavement laid into required slope and camber in panels as required with consolidation and tamping etc.complete as per drawings and technical specifications including formwork,compaction using vibrator etc complete.lll.P.C.C. grade M 20 (I)Nominal mix (1:2:4)

od789768/2020_2021 : Dry rubble- Dry rubble masonry without through stone

od789769/2020_2021 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: <br>1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Retaring

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.

75.5.2.1pb : 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.

75.5.9.2.2.Pa : Plastic Roads - Bitumen S-65 <br> 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder <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 (with 7% of bitumen replaced by shredded waste plastic) <br> Case - I By Manual Means <br> (II) Bitumen (S-65) (VG - 30)

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)

Name Board

10.4.A.1 : Direction and Place Identification signs with size more than 0.9 sqm size board <br> A. Retro-reflectorised Traffic Signs <br> 1 Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

VARGHESEKUTTY M K

Bidder Name

N B MOIDEEN

VARGHESEKUTTY M K