Retender-Annual Plan-DP-PKD-2022-23 - Thurisse mokke mangode athimani road re-tarring in P a t t a n c h e r r y G r a m a P a n c h a y a t (Pro.No 511/23)

Amount

Retarring

OD534948/2024-2025:Filling up hot hole (cut & formed to regular shapes & all loose & defective materials removed) after supplying a prime coat of hot bitumen using 36 mm broken stone & compacting with power roller to get a compact surface

75.5.2.2pb: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 dry and hungry bituminous surface 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 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 By Manual Means Type A (II) Bitumen (S-65)

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.

3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.

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)

Nameboard

OD534949/2024-2025:Supplying & Providing readymade GI nameboard with all conveyance ,labour,& hirecharges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x 20 x 1.4 mm outerframe , 0.6 mm thick iron sheet of size 90 x 60 cm with two coat of enamel painting over a coat of primer ,lettering with suitable colour & size ,fixing the post in ground with CC 1:2:4 etc complete

PRAJITHA (BID ID -2209316)

bose (BID ID -2207867)

WILSON.R (BID ID -2210955)

Bidder Name

WILSON.R

AFSAL.A

PRAJITHA