Construction of Anti Sea Protection wall in Sy. No. 41/3 in V.P. Anjuna in Siolim Constituency.(Deposit work)

Amount

Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : b) All types of Ordinary rock including all types of laterite rock, blasting prohibited

Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.

Centering & shuttering including Strutting, Propping & removal of forms for : i) Foundations, Footings, Bases for columns

Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) All works upto plinth level

Laterite boulder masonry in cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate of 20 mm nominal size ) in foundation.

Providing and laying secondary layer of granatic/basaltic stone of weight 20-40kgs. (50% of which should be atleast 25-30 kgs) in double layers and hand packing the stones manually or with convenient methods to pack-up the voids to the extent of 10% of the total volume as per the approved drawing, including material and labour cost with cost of quarrying, loading and unloading, conveying with all leads and lift, with cost of transportation by tippers and stocking the material at the site of work and placing in required position in required line, level, slope and section as per drawing and variable tidal conditions etc.complete as directed by the Engineer-in-charge.

Construction of embankment with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading , grading to required slope and compacting with vibratory roller to meet requirement of Table 300-2 as per MORTH specification 305.

Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of retaining wall, wing wall and earth retaining structure complete as directed by the Engineer in charge B) 75 mm dia

NOON CONSTRUCTION (BID ID -39524)