PR No. 12/26 RENOVATION OF VARIOUS ROADS IN WARD 3

Amount

TARRING AND RE TARRING

OD89821/2025-2026:::Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and 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)

RESTORATION & RE CONCRETE

3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.

OD100048/2025-2026:carriage of departmental cut earth from one site to other site or tostacking yard by means of tipper of 5.50cum capacity including all costof labour, machineries, loading, unloading, and stacking/ spreadingcharges as per the direction of Engineer at site

3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

OD158309/2025-2026:Granular sub base /surface course with local materials (Table 400.1) by mix in place method normal. Construction of granular sub-base by providing local meterial spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 Labour

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)

NAME BOARD

OD106232/2025-2026:Supplying and providing readymade GI name board with all conveyance,labour and hire charges etc complete using GI hollow tube of size 80x40x1.4 mm post,40x20x1.4mm outer erame,0.6mm thick iron sheet of size 90x60cm with two coat of enamal painting over a coat of primer,lettering with suitable colour and size,fixing the post in ground with CC 1:2:4 etc complete.

BINUKUTTAN G (BID ID -2340019)

Bidder Name

K.PANKAJAKSHAN

BINUKUTTAN G