WAREHOUSE BUILDING PHASE II /2024-25/331/3420

SECTION A - EARTHWORK Earthwork in excavation over areas (exceeding 30cms in depth, 1.50m in width as well as 10sqmts on plan) in all types of stratas comprising of any type of materials such as soil, silt clay, sand, gravel, murrum of all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured / shattered rock, decomposed rocks, weathered rock, etc and all such other materials either in full or part as the case may be adopting any method / methods as may be convenient or permitted including chiseling, wedging etc. in all conditions such as dry, moist, foul, saturated, submerged etc as directed by Engineer etc. all complete including refilling, dressing of sides, ramming of bottom, including all lead and lift, including getting out the excavated soil as directed including pumping and bailing out water, barricading danger, lightening, guarding as directed by Engineer upto depth of 1.5m (Blasting Prohibited).

Earthwork in excavation over areas (exceeding 30cms in depth, 1.50m in width as well as 10sqmts on plan) in all types of stratas comprising of any type of materials such as soil, silt clay, sand, gravel, murrum of all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured / shattered rock, decomposed rocks, weathered rock, etc and all such other materials either in full or part as the case may be adopting any method / methods as may be convenient or permitted including chiseling, wedging etc. in all conditions such as dry, moist, foul, saturated, submerged etc as directed by Engineer etc. all complete including refilling, dressing of sides ramming of bottom, including all lead and lift, including getting out the excavated soil as directed including pumping and bailing out water, barricading danger, lightening, guarding as directed by Engineer. For a depth from 1.50m upto a depth of 3.00m (Blasting Prohibited).

Earthwork in excavation in foundation, pipeline trenches, drain (not exceeding 1.5m in width or 10 sq.m. on plan) in all types of stratas comprising of any type of materials such as soil, silt clay, sand, gravel, murrum of all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured / shattered rock, decomposed rocks, weathered rock, etc and all such other materials either in full or part as the case may be adopting any method / methods as may be convenient or permitted including chiseling, wedging etc. in all conditions such as dry, moist, foul, saturated, submerged etc. as directed by Engineer etc. all complete including refilling, dressing of sides, ramming of bottom, including all lead and lift, including getting out the excavated soil as directed including pumping and bailing out water, barricading danger, lightening, guarding as directed by Engineer upto depth of 1.5m (Blasting Prohibited).

Earthwork in excavation in foundation, pipeline trenches, drain (not exceeding 1.5m in width or 10 sq.m. on plan) in all types of stratas comprising of any type of materials such as soil, silt clay, sand, gravel, murrum of all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured / shattered rock, decomposed rocks, weathered rock, etc and all such other materials either in full or part as the case may be adopting any method / methods as may be convenient or permitted including chiseling, wedging etc. in all conditions such as dry, moist, foul, saturated, submerged etc. as directed by Engineer etc. all complete including refilling, dressing of sides, ramming of bottom, including all lead and lift, including getting out the excavated soil as directed including pumping and bailing out water, barricading danger, lightening, guarding as directed by Engineer for a depth from 1.50m upto a depth of 3.00m

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 outside the premises in the dumping ground approved by the Corporation and as directed by Engineer in Charge.

Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete : murrum

Providing anti – termite treatment to buildings conforming to I.S.S. 6113 part II 1971 (revised) including adopting precautions for health hazards and safety measures as required therein with the cost of all materials, chemicals, plants, equipments required for the treatment and furnishing a guarantee for a minimum period of 10 years from the date of completion including eradicating any infestation of termite free of cost during the guaranty period complete. (The payment will be made on plinth of the building. : Pre-construction as approved by engineer

SECTION B - LATERITE MASONRY WORK Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete : Available on site

Laterite masonry in neatly dressed stones for 20 cms thick masonry walls in cm. 1 : 4 (1 cement : 4 coarse sand) in foundation upto plinth level

SECTION C - BRICK MASONRY WORK Providing and laying autoclaved aerated cement blocks masonry with 230 mm thick AAC blocks having following specification as per table - I of IS 2185 - 3 (1984) a) Size (L x B x H): 600x230x200 mm b) Grade I category / TUV or equivalent laboratory certified c) Normal dry density : 550 - 650 kg/m3 (Block density determination as per IS 6441 (part 1):1972) d) Compressive strength : Minimum 40 kg/cm2 (4 N/mm2) (Compressive strength determination as per IS 6441 (part 5) : 1972) e) Water absorption : About 10% of its weight. (Maximum) f) Sampling , testing & marking of blocks as per IS 2185 - 3 (1984) AAC masonary in super structure above plinth level up to floor V level in mortar as per manufacturer instruction and as directed by Engineer incharge etc. complete.