Making arrangement for procurement of clean water to be utilized for fog canon at Amera Sub Area of Bishrampur Area.

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm 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. All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 ) in cement mortar 1:6 (1 cement : 6 coarse sand) in foundation and plinth Cement Mortar 1:6 ( 1 cement : 6 coarse sand)

Brick work with non modular fly ash bricks conforming to IS:12894,class designation 10 average compressive strength in above plinth level up to floor V level in Cement mortar 1:6 (1 cement : 6 Coarse sand)

12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate.

Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately

Providing , laying, jointing and commissioning, testing, interconnection of 75mm Dia HDPE PE-100, PN6 pipe with suitababe joints and fittings including trial run all complete as per instruction of engineer in charge

Excavating trenches of required width for pipes, cables, etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth up to 1.5 m including getting out the excavated soil and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil. Pipes, cables etc, not exceeding 80 mm dia.

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 80 mm nominal bore each

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm nominal bore

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : Old work (one or more coats)

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade, Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work.

Painting, Writing of Sign Board on wood /Concrete/ steel board with all material like Paint, primer, brush etc Complete job as per instruction of Engineer in Charge.

Total impact of GST for the purpose of CTC

M/s KANHA CONSTRUCTION COMPANY (BID ID -1196359)

AEKANSH GROUP (BID ID -1196357)