Construction of protection wall to LI scheme Morlem part III at Gimaywada Morlem in Sattari Taluka (2nd call)

Amount

Earthwork in excavation in all types of strata comprising any of the materials such as soil, silt clay, gravel, murrum of all varietys, shingles, pebbles and all types of conglomerates leterite rock, soft rock, ordinary rock, disintegrated rock, fissured rock, weathyer rock, shattered rock, decomposed rock and all such other materials either in full or in part as the case may be adopting any method or methods as may be convenient or permitted including chiselling, wedging etc. but blasting probhited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including pumping and bailing out water including setting out construction of shoring and bracing in removal of stumps and other deleterious materials, dressing of sides and bottom and back filling the excavated earth to the extend required and disposing off the remaining excavated soil/ rock as directed by Engineer In Charge for initial lead of 50 m and all lifts etc. complete.

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

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

Centering and shuttering including struttings, propping etc. and removal of formwork for : a) Foundations, footings, bases for columns and mass concrete

Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge. a)110 mm dia

Providing and Fixing construction joint with 20 mm thick thermocol sheets at specific intervals in Retaining wall.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation rom drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 as per MORTH specification 305

Khaja Husen Abdul Raudar