Construction of basket ball court at Babu Jagjivanram Agricultural College, Siricilla

Earthwork excavation for foundation of building and depositing the earth on bank with all leads and lifts in all types of soils like mixture of gravel & disintegrated rock like shales, ordinary gravel, stoney earth and earth mixex with fair sized boulders including shoring, strutting, dewatering etc. complete for finished item of work and as directed by the department.

Filling the foundation/basement with good gravel in layers not more than 15cms thick duly including watering, tamping and cost and conveyance of all materials, etc. complete.

Plain Cement Concrete (1:5:10) proportion (cement, fine aggregate, coarse aggregate) for foundations and under flooring bed using 40mm size SS5 Hard granite metal including cost and conveyance of all materials like cement, sand coarse aggregate, water etc. to site, cost of seigniorage charges on all materials and labour charges for machine mixing, laying concrete in foundations, ramming in 100mm layer finishing top surface to the required level curing, etc. complete for finished item of work.

Plain Cement Concrete (1:3:6) nominal mix using 20mm size graded machine crushed hard granite metal (coarse aggregate) (consisting of nominal size metal 60% of 20mm, 15% of 13.20/12.50mm, 15% of 10mm and 10% of 6mm) from approved quarry including cost and conveyance of all materials like cement, fine aggregate(sand) (with 50% river sand & 50% manufactured sand), coarse aggregate, water etc. to site, centering using Cuplock scaffolding system using MS Plate shutter all charges for mixing, laying concrete in position, curing & lift charges etc., complete for Bed Blocks for finished item of work. (APSS No. 402): MACHANIC MIXING.

Providing VDF flooring using Plain Cement Concrete 1:2:4 mix nominal mix using 6mm to 20mm size SS5 graded machine crushed hard blasted granite metal including cost and conveyance of all materials like cement, fine and coarse aggregate etc., to site and including cost of seigniorage charges, machine mixing, all centering charges, laying concrete, vibrating lift charges, curing etc., complete.

Providing HYSD steel (Fe 415 grade)& (Fe 250 grade IS 432) for RCC works including cost and conveyance of steel to site including labour charges for cutting rods of different diameter and sizes, bending rods, placing grills in position with cover blocks. Tying grills with binding wire, cover blocks and all incidental charges, operational , labour charges such as cutting, bending, placing in position, laying including cost of MS binding wire of 20 SWG, all labour charges, lift charges complete

Labour charges for finishing the CC flooring with vaccum dewatering process using machanically operated vibrator cum levellor and getting required smooth finish using mechanically operated trovels, cost of labour, machinery etc., complete as directed by the department.

Supplying, fixing and erection of basket ball poles High strength steel durable finish.

Supplying and application of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250 gms with reflectorising glass beads on Bituminopus surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per IRC: 35, the material should be of BERGER company / BERGER Equivalent and must comply with the following a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for cheking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout random checking of the applied products at site against the approved panel. in case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department) b) luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249 c) Crack resistance. The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of '0' degree centigrade to '-0' degree centigrade d) Adhesion : Strong E) Softening point : 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision : High as directed by the Engineer-In-Charge and confirming to IS : 164-1961 (1st revision reaffirmed in 1986) and clause confirming to IRC 35-1997 (For Lane Marking)