Construction of Compound at Ayush Hospital Siddiipet

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational,incidental, labour charges such as shoring, sheeting, planking, strutting etc., and complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308)

Plain Cement Concrete (1:5:10) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, sales & other taxes on all materials and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc.,and complete for finished item of work. (APSS No. 402).

Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and sales & other taxes on all materials, centering using Steel scaffolding pipes, jack props, wallers, Foot plates, brackets, steel centering plates etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402). Footings

Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and sales & other taxes on all materials, centering using Steel scaffolding pipes, jack props, wallers, Foot plates, brackets, steel centering plates etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402). Column pedestals

Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and sales & other taxes on all materials, centering using Steel scaffolding pipes, jack props, wallers, Foot plates, brackets, steel centering plates etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402). Plinth Beams

Vibrated Plain Cement Concrete (1:3:6) nominal mix using 40mm size machine crushed hard granite metal and 20mm graded machine crushed hard granite metal (coarse aggregate) in (2:1) ratio from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand), coarse aggregate, water etc. to site, sales & other taxes except GST on all materials, all charges for mixing, laying concrete in position, vibrating, curing, centering charges, etc.,for finished item of work for footings and basement.

Providing Thermo Mechanically Treated (TMT) (Fe -500/500D/550D from Primary producer as per IS 1786-2008) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc. ,and complete for finished item of work. (APSS No.126).First Floor

Masonry work in CM (1:6) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including sales & other taxes on all materials and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504). for Foundation , Basement , Compound wall

Plastering 12mm thick in two coats using screened sand with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, including 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., and complete for finished item of work. (SS 901,903 & 904).

Supply & application of one coat water based cement primer of exterior grade II and two coats of acrylic emulsion paint exterior grade with silicon additives having VOC (Volatile Organic Compound) content less than 50 grams/ liter for exterior walls including cost and conveyance of all materials to site, sales & other taxes, incidental, operational and all labour charges etc., and complete for finished item of work in all floors.

Supply and fixing ornamental MS Wicket gate Size 1.50m x 3.00m as per the approved drawing using 75mm x 75mm x 6mm MS angle alround for frame and 63mm x 6mm MS flats in 6 rows horizontally, 25mm MS square vertical bars at 125mm c /c and CI spikes 9" long at the top and 6" long spikes in two rows in the middle, 3 Nos of Pin clamps fixed in RCC columns, providing 2 Nos.of MS powder coated aldrops 300mm long including cost all taxes and conveyance of all materials,fabrication charges welding charges incidental charges all labour charges, etc., complete for finsihed item of work.

Providing cattle trap including cost of excavation of trap pit and laying 100 mm hick PCC (1:5:10) prop bed in 1:50 slope using 40 mm HB Granite metal including constructing 230 mm thick walls alround and middle in PCC M20 Design mix using 20 mm HBG graded metal, 325 mm average height over the bed and duly fixing 7 nos of ISLB 125 x 75 @ 11.9 kg/mt at 470 mm centre to centre and welding 25 mm dia HYSD bars duly inserted in GI B class pipe 50 mm dia (13 nos in all) over ISLB @ 80 mm centre to centre 25 mm dia MS small pieces of 0.15 m length for pedestrains (76 nos in all) and including plastering the exposed faces of walls and base in CM 1:5 prop 20 mm thick in single coat duly maintaining 1:50 slope including providing 200mm dia SWG drain pipe to be connected to the nearest valley to drain off the collected water inside the trap including cost and conveyance of all materials, to site, all labour charges including cutting, welding of bars to (ISLB) RS joists, curing centering, etc., complete for finished item of work as per the approved drawing.

Supply and fixing ornamental MS Main gate of size 9mts x 3.75 mts ( average height) i.e., varying from 3mts to 4.50 mts at centre as per the approved drawing using MS Angle of 75mm x 75mm x 6mm alround for frame and 63mm x 6mm MS Flats in 6 rows horizontally, 25mm MS Square bars at 125mm c/c and CI Spikes 9" long on top and 6" long CI spikes in the middle in two rows including 6 Nos of Pin clamps fixed in RCC Columns, 2 Nos of MS aldrops 450 mm Long ( special ) welded at the the centre on each side, 2 Nos of MS tower bolts 450mm Long ( special )and providing brass emblem on emboseed cover in the centre of the two leaves and fixing 2 Nos. of rollers per each leaf including cost and conveyance of all materials,fabrication charges , welding charges, incidental charges and all labour charges, etc., complete for finsihed item of work.