Professor Jayashankar Telangana State Agricultural University Tender

Construction of Compound Wall;Plain Cement Concrete (1:2:4) proportion moninal mix (cement : fine aggregate : Coarse aggregate) for coping including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, excluding seigniorage charges, sales & other taxes on all materials and including all charges for mixing, laying level curing etc., complete for finished item of work. (APSS No. 402) for:- Machine Mix-PCC (1:2:4) NOMINAL MIX

Construction of Compound Wall;Plastering 12 mm thick in single coat in CM (1:5) including cost and conveyance of all materials like cement, sand, water etc., to site, excluding seigniorage charges, sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for Internal & Even faces of Brick Wall and RCC exposed faces for finished item of work. (SS 901,903 & 904) for:-Plastering 2/c in CM (1:5) & (1:3): 12 mm

Construction of Compound Wall;Plastering 20 mm thick in single coat in CM (1:5) including cost and conveyane of all meterials like cement, sand , water etc., to site excluding seigniorage charges, sles & other taxes on all materials, and all operational, incidental chagres on materials and including cost of all babour charges for mising mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for Internal & even faces of Brick Wall and RCC exposed faces for finished item of work. (SS 901, 903 & 904)

Construction of Compound Wall;Brick masonry 230 mm thick for panel walls in super structure, parapet walls with cement mortar (1:8) prop (Cement:sand) using Bricks second class or ground moulded (Non-Modular or traditional size) 23 x 11 x 7 cm from approved source having minimum crushing strength of not less than 3.5 N/sq.mm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,cost of excluding seigniorage on all materials and all incidental and operational, labour charges like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing etc., complete for finished item of work as per SS 504. for:-Brick Masonry in CM 1:6 (Country)

Construction of Compound Wall;Supplying, fitting and placing HYSD (Fe 500, obtained from primary producer) bas reinforecment in foundation complete as per drawings and technical specfications for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost and conveyance of bars from approved sources to site of work, binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., and sales & other tases, on cost of all materials completefor finished item of work

Construction of Compound Wall;Plinth beams- Supply and placing of the M-20 Grade Vibrated reinforced Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete including HIRE CHARGES FOR CENTERING & SCAFFOLDING but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work. for FOUNDATIONS, PLINTH, PEDESTALS, STEPS Design Mix : M 20(Weigh Batch) Centering with Steel

Construction of Compound Wall;Columns- Supply and placing of the M-20 Grade Vibrated reinforced Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete including HIRE CHARGES FOR CENTERING & SCAFFOLDING but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work. for FOUNDATIONS, PLINTH, PEDESTALS, STEPS Design Mix : M 20(Weigh Batch) Centering with Steel

Construction of Compound Wall;Footings- Supply and placing of the M-20 Grade Vibrated reinforced Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete including HIRE CHARGES FOR CENTERING & SCAFFOLDING but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work. for FOUNDATIONS, PLINTH, PEDESTALS, STEPS Design Mix : M 20(Weigh Batch) Centering with Steel

Construction of Compound Wall;Plain Cement Concrete (1:4:8) proportion moninal mix (cement : fine aggregate : Coarse aggregate) for foundation levelling courses and below flooring beds using 40mm size (SS5) hard Granite metal upto

Construction of Compound Wall;Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Construction of Compound Wall;Filling the foundation with Carted Sand from approved quarry in layers of 150mm thick consolidating deposited layer by watering and ramming, including all operational, incidental, labour charges, complete including cost and conveyance of sand / gravel for finished item of work. (APSS No 309 & 310).

Construction of Compound Wall;Earth work excavation for Building foundations for ordinary soil and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS 20B (ApSS 308) (excavated rock to be satacked and 40% volume to be deducted for voids) for Ordinary rock (not requiring blasting) Manual means - Upto 3 M depth