KIIFB Pre monsoon Work Airport Link Chorukkala Bavuparamba Nanicherikkadavu Chekyatkavu Mayyil Kololam Chalode Road from KM 0/000 to 22/600 General Civil Work

Amount

Pre-Monsoon Works

OD81762/2025-2026:Engaging wood cutter for cutting trees, branches of trees, stacking properly as per the direction etc. complete

OD81831/2025-2026:Engaging Man Mazdoor for cleaning chalked culverts, clogged drain and for clearing site during cutting of trees.

OD84192/2025-2026:Arranging Tipper 5.5cumfor the transportation of earth/mud removed from clogged drains and culverts and the slipped earth from shoulder.

OD84193/2025-2026:Hire charges for arranging hydraulic excavator for the removal of slipped earth from the shoulder and removal of earth and waste from clogged drainages and culverts.

2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means

55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.

3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)

10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.

3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means

55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.

55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.

55.8.a: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 departmental broken stone and compacting with power roller to get a compact surface.

4.1.A.3:Granular Sub-Base with Close Graded Material (Table:- 400-1) :- Plant Mix Method - Grading - III Material Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

OD81763/2025-2026:mixed seal surfacing manual means-type A-Bitumen VG30 providing ,laying and rolling of close graded pre mix surfacing material of 20mm thickness composed of 11.2mm to 0.9mm (Type A) 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 to 10 KN static roller and finishing to required level and grades as per technical specification

OD84335/2025-2026:Supplying ready-mix bitumen pothole filler( 25kg bag) confirming to MoRTH spec. Table 500-37 with instant curing properties, packed properly and including conveyance.

RAVEENDRAN N (BID ID -2244377)

Bidder Name

RAVEENDRAN N

SAJIN N K