Construction of protection wall for nalla in sy no 130/2, 131/1 and 131/3 from down stream of road bridge of village poriem in Sattari taluka

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.

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

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) Foundation

Centering and shuttering including struttings, propping etc. and removal of formwork for :b)vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc.

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: b) In retaining walls , return alls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level.

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

Providing construction of joints with 20 mm thick thermocol sheets at specific required interval in retaining wall

Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth onsolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.

MAQBOOL H GAJIPUR