LRRP-LRRP 2024-25 ,KADUTHURUTHY LAC, SL.NO.2269,KOTTAYAM DT, MULAKULAM GP-MOORKATTILPADY PAREKATTUPADI M.V.I.P CANAL ROAD-General Civil Work

Amount

Road Retarring

OD409961/2024-2025:Surface dressing/earthcutting of the ground not exceeding 15cm deep in all kind of soil including removing vegetation and debris

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)

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

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)

OD434558/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with seven years warranty manufactured as per IRC: 67 made of type IV micro prismatic grade sheeting fixed over aluminium sheeting 2mm thick/ aluminium composite material sheeting 4mm thick with area not exceeding 0.9sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB-2nos confirming to IS 1239 firmly fixed to the ground by means og properly designed oundation withM 15 grade cement concrete min size 40cn x 40cmx 60cm. 60cm below ground level including painting all exposed surface with 2 coats ofepoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. (Derived from MoRD spec.10.3.A.2)

K T RAVINDRAN NAIR (BID ID -2166685)

Sreekumar C S (BID ID -2168004)

Bidder Name

Sasidharan Nair K K

K T RAVINDRAN NAIR

Sreekumar C S