Construction of Beach Road from Harbour Jetty to Fisheries Jetty at Agatti (1000 Mtr)

Amount

Surface dressing of the ground including removing vegitation and in equalities not exceeding 15cm deep and disposal of rubbish lead up to 50 metres and lift up to 1.5 metres

Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc layers not exceeding 20cm plinth, sides of foundations etc layers not exceeding 20cm and watering lead up to 50 mtr and lift up to 1.5 metres

Felling trees of girth (measured at a height of 1 mtr above ground level) including cutting oftrunks andbranches removingthe roots and stacking of servicable materials and disposal of unservicable materials. A) Beyond 60 cm and upto 120 cm in girth.

b) Beyond 120 cm and upto 240 cm in girth.

Reinforced cement concrete work 1:1.5:3 (1 cement: 1.5 M sand: 3 granite chips 20mm nominal size) excluding cost of centring, shuttering and reinforcement. All work up to plinth level. a) foundation footing base of column etc and mass concrete

Providing and fixing precast cement concrete 1:2:4 ( 1 cement: 2 M.Sand: 4 graded stone aggregate 20mm nominal size) set in position with cement mortar 1:2 (1 cement: 2 M sand) and finished smooth with 6mm thick cement plaster 1:3 (1 cement: 3 M sand) on exposed surfaces including centering and shuttering in -String courses, copings, bed plates anchor blocks, plain window sills and the like.

Cold twisted steel reinforcement for R.C.C work including bending, binding and placing in position complete.

Centering and shuttering including strutting propping etc and removal of form for a) foundation footing base of column etc for mass concrete.

Cement concrete 1:2:4 (1 cement: 2 Metal sand: 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including side shuttering, consolidation finishing and tamping complete.

Providing and fixing nominal gauge PVC pipe of approved quality complete with special flange compression type fittings including trenching and refilling etc. for internal work. a) 110 mm nominal bore. (6 Kg/cm2).

K UMMERKOYA

MOHAMMED KOYA P V