FDR-FDR 2020-21 Repair and reconstruction of damaged side retaining wall and foot path in Cherai beach road ch 0/950 to 1/000-

Amount

RETAINING WALL

2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area

2.4.4.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Stone Masonry - Rubble stone masonry in cement mortar.

3.13.5.A:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Marshy soil -Manual Means - (upto 3 m depth)

OD58427/2022-2023::Coconut pile - Supplying and stacking well matured straight coconut post for driving down through various strata below bed level including cost conveyance labour charges etc complete.

OD58428/2022-2023:Putting up ring bund of size not less than 1.500M wide at top 3.00M wide a botom, using coconut wood 200 to 300 mm dia, driving down for anaverage depth of 2.50M and for an average height of 2.500M (total height of 4.50M) with half split coconut piles in two rows at 60 cm c/c, half split coconut wood horizontals a 60 cm c/c,1/3 split cocnut wood cross ties for connecting gtwo rows 120 cm c/, tied with coir yarn and wire rope, providing new bamboo double mat thatties and filling the inside withcontractors own gravely earth and maintainng the bund throughout the period of constructionand dismantiling the materials, removing the earth and cleaning after completion of work etc. complete as per the directions of deptl. officers at site

OD58429/2022-2023: :Driving down coconut piles of 200 mm to 300mm dia throuh approved lines and levels and various strata incl. all cost and hire charges for all machineries for driving all labour charges etc. complete as per the directions of deptl. Officers at site.

OD138110/2022-2023:Cutting and removing excess length of coconut piles to line and levels and removing the cut end of piles

OD58430/2022-2023:Pumbing of bailing out water and removing slush etc by using pumpset including cost of labour hire charges of pumpset etc complete

OD58444/2022-2023:Construction of dry rubble flooring at cross drainage works for relatively less important works by using department material(Boulders)

12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

OD58431/2022-2023:Dry rubble masonry for retaining wall including cost conveyance etc. complete

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

12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

OD58502/2022-2023:Supplying and filling quarry muck for rectifying the slushy berms including conveyance of all materials, labour charges for spredaing in line and level with all leads and lifts involved etc complete as directed by the departmental officers at site

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.

55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including 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.

12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>

BENNYTHOMAS

Bidder Name

BENNYTHOMAS

YUSSAFF A.A