GENERAL-Conversion of existing badminton court to an indoor badminton in Judicial Academy ,Athani-work-General Civil Work

2.8.1: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 up to 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

4.1.8: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)

5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)

OD339961/2025-2026:Supply & Installation of 20/21mm thick Canadian Maple Wood Sports Flooring above base frame (Runners) of commercial quality treated Spruce/ pine wood 70mm * 45 mm. The runners having air cell cushioning pads to be placed on the vapor barrier in the perfect level at 300 mm c/c in one direction. The surface Boards will be pneumatic nailed to the runners through the tongue only and will-lock the screwed Tongue by the groove at the adjoining boards. Expansion gab of 8 to 10 mm will be left open between the flooring and surrounding Tiled area/walls. After installation the floor to be sanded using belt sander using abrasive of 36, 60, 80 & 120, in uniform level, apply base coat (One Coat) of two component high solid content water based primer that meets the slip resistance required by EN standard, allow the floor to dry for 8 hours, then buff the floor using fine sand papers and then finishing the maple wood floor with 2 coats of anti-skid DIN certified and FIBA approved Polyurethane lacquer having abrasion resistance of at least 21 mg or below/1000 revolution tested using CS10 Abrasion Wheels. Game line marking to be carried out in required colors using Single Component Pigmented PU Water Based Paint before applying the final finish coat.

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

OD338911/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Cement content obtained as per mix design shall be used by the contractor at site to obtain the requirerd strength. Note:-Minimum Cement content considered in this item is @ 330 kg/ cum. Excess cement used as per the design mix is not payable separately as per order No. CE/BL/GL/6541/2015 dated 30/08/2017 of CE buildings PWD .All work upto plinth level

5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

OD339079/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Cement content obtained as per mix design shall be used by the contractor at site to obtain the required strength. Note:-Minimum Cement content considered in this item is @ 330 kg/ cum. Excess cement used as per design mix not payable separately as per Circular No. CE/BL/GL/6541/2015 dated 30/8/2017 of CE buildings PWD . All work above plinth level upto floor V level

5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more