Cleaning and desilting of nallah from Sonsoddo to Green Amaze road behind Collectorate office near Souza Bakery near Trimurti Hospital Improvement of drain near Sunanda Cafe in Fatorda Cosntituency

Amount

Earthwork in excavation by mechanical/menual means in all types of strata comprising any of the materials such as soil, silt, sand , clay, gravels, moorum, of all varities shingles, pebbles, all types of conglomerates, laterite rock, soft rock, disintegrated rock, fissured, shattered, decomposed rock or weathered rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convinent or permitted inclusive of chiseling wedging etc but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc, including pumping or bailing out of water , including setting out construction of shoring and bracing removal of stumps and other deleterious matter, dressing of sides and bottom, and backfilling the excavated earth to the extent required and disposing of the remaining excavated soil/rock as directed by the Engineer in charge for all lifts and lead upto 50 mt as specified and directed etc. complete.

Transportation and carriage of materials by tipper truck including loading, unloading and stacking for a lead of 1.00 km (ii) Earth

Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. 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. a) All kinds of soil

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

Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing : a)All works upto plinth level

Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement.

12mm cement plaster 1:4 (1 cement : 4 fine sand)

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

M.P ENGINEERS