Maintenance and Repairs to the Paroda Canal from Ch. 5.00 to 10.00 kms in Paroda-Chandor Village of Quepem Taluka for the year 2021-22.

Amount

Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area

Removing silt from canal / syphon wells in wet condition including conveying stacking the same with the lead of 50m & lift upto 3.0m as directed by the Engineer in charge.

Construction of embankement 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 & 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

Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.

12mm cement plaster 1:3 (1 cement : 3 fine sand)

Transportation and carriage of material for a lead of 4 km. iii) manure and sludge

Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, sand, clay, silt, gravel, moorum of all varieties,shingles, pebbles, all types of conglomerates, laterite rock, soft rock, ordinary or disintergrated rock, weathered, fissured/shattered decomposed rock and all such other materials either in full or in parts as the case may be adopting any appr. method or methods as may be convenient or permitted inclusive of chiseling, wedging etc. in all conditions such as dry, moist, saturated, submerged, foul conditions etc. incl. setting out cont. of shoring and bracing removal of stumps and other deleterious matter, dressing of sides and bottom and disposing of the surplus excavated/rock as directed by the Engineer in charge etc. for a lead of 50mts and all lifts etc. as specified and directed etc. all complete.

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

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