KIIFB-Overlay 2024-25 - Improvements Pallikkunnu-Chimmini Dam Road -Overlay Work from Ch.0-000 to Ch.6-025-General Civil Work

Amount

ROAD WORK

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

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.

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.

OD99862/2024-2025:Providing, laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.9mm (Type A) aggregate using penetration grade bitumen (VG 30 22kg of bitumen per 10m2) (MORTH 5.7.1) to required line, grade and level on a previously prepared base, including mixing in a suitable plant, laying and rolling with athree wheel 8-10 tonne static roller and finishing to required level and grades by manual means.

OD126995/2024-2025:Dismantling and relaying departmental interlocking tile 100 mm or nearest size thickness, providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.

8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.

12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br>

14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

OD99863/2024-2025:Filling up potholes with bituminous ready mix compound (25 kg bag) and compacting by ramming to get a compact surface after applying bituminous priming coat measured

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 <br> In area of light jungle - By Mechanical Means<br>

OD99864/2024-2025:Hire and labour charges for engaging Excavator (back hoe) for excavating soil from choked up drain and lifting and removing the cut down branches from the road way immediately.

OD99865/2024-2025:Engaging Mazdoor for petty works, to drain off stagnant water along sides of the road, clearing blocked culverts, drain manually as per requirement, for assist wood cutter & traffic control etc.

OD128337/2024-2025:Hire and labour charges for engaging tipper 5.5 cum capacity for conveyance of materials from roadway immediately

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)

4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

OD126754/2024-2025:Imposing the alignment for the proposed road with Field measurement book and collect the survey numbers through which the alignment passing through, and to calculate the extends of each plot to be acquired as per the direction of the Engineer in Charge including all costs of transportation, labour, preparing drawings and submission of sufficient copies , collecting data etc complete.

BIJEESH N C

DAVIS N P

Bidder Name

MOHANAN.N.V

DAVIS N P

BIJEESH N C