Construction of compound wall for park in Nalandha nagar of Thummalagunta GP of Tirupati Rural Mandal.

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 overheads & contractors profit etc., complete for finished item of work excluding dewatering charges.

Sand Filling in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm 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

Plain Cement Concrete (1:4:8) using 40mm HBG metal with concrete mixture for foundations etc., laid in layers of not more than 15 cms thick well compacted including cost and conveyance of all materials, labour charges and curing etc., complete

Supply and placing of M 25 DESIGN MIX CONCRETE corresponding to IS 456 using concrete mixer using of 20 mm HBG crushed metal 0.530 cum (707 kgs),. 10 mm HBG crushed metal, 0.362 cum (471 kgs), Sand 0.407 cum (616 kgs.) and cement 380 kgs with water cement ratio of 0.480 (182.40 ltrs/ cum of CC)etc., to site including all operational, incidental and labour charges such as machine mixing, vibrating, dewatering, laying concrete, curing etc., complete with cement from standard suppliers approved by the department including hire charges for centering,shuttering , scaffolding for unsupported height up to 3.66m using steel pipes, jack props, wallers, foot plates, brackets, steel centering plates etc., complete and excluding cost of steel and its fabrication charges,for finished item of work. FOR FOOTINGS

Supply and placing of M 25 DESIGN MIX CONCRETE corresponding to IS 456 using concrete mixer using of 20 mm HBG crushed metal 0.530 cum (707 kgs),. 10 mm HBG crushed metal, 0.362 cum (471 kgs), Sand 0.407 cum (616 kgs.) and cement 380 kgs with water cement ratio of 0.480 (182.40 ltrs/ cum of CC)etc., to site including all operational, incidental and labour charges such as machine mixing, vibrating, dewatering, laying concrete, curing etc., complete with cement from standard suppliers approved by the department including hire charges for centering,shuttering , scaffolding for unsupported height up to 3.66m using steel pipes, jack props, wallers, foot plates, brackets, steel centering plates etc., complete and excluding cost of steel and its fabrication charges,for finished item of work. FOR PEDESTAL

Supply and placing of M 25 DESIGN MIX CONCRETE corresponding to IS 456 using concrete mixer using of 20 mm HBG crushed metal 0.530 cum (707 kgs),. 10 mm HBG crushed metal, 0.362 cum (471 kgs), Sand 0.407 cum (616 kgs.) and cement 380 kgs with water cement ratio of 0.480 (182.40 ltrs/ cum of CC)etc., to site including all operational, incidental and labour charges such as machine mixing, vibrating, dewatering, laying concrete, curing etc., complete with cement from standard suppliers approved by the department including hire charges for centering,shuttering , scaffolding for unsupported height up to 3.66m using steel pipes, jack props, wallers, foot plates, brackets, steel centering plates etc., complete and excluding cost of steel and its fabrication charges,for finished item of work. FOR PLINTH BEAMS

Supply and placing of M 25 DESIGN MIX CONCRETE corresponding to IS 456 using concrete mixer using of 20 mm HBG crushed metal 0.530 cum (707 kgs),. 10 mm HBG crushed metal, 0.362 cum (471 kgs), Sand 0.407 cum (616 kgs.) and cement 380 kgs with water cement ratio of 0.480 (182.40 ltrs/ cum of CC)etc., to site including all operational, incidental and labour charges such as machine mixing, vibrating, dewatering, laying concrete, curing etc., complete with cement from standard suppliers approved by the department including hire charges for centering,shuttering , scaffolding for unsupported height up to 3.66m using steel pipes, jack props, wallers, foot plates, brackets, steel centering plates etc., complete and excluding cost of steel and its fabrication charges,for finished item of work. FOR COLUMNS

Earth filling with ordinarysoil useful avilable excavated sand (excluding rock) in trenches, sides of foundations and basement with intital lead in layers not exceeding 15cm thick, consoildating 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

Providing High Yield Strength deformed (HYSD)/ Thermo mechancially treated (TMT) steel bars of below 36 mm Fe 500/Fe-500D grade (as per IS 1786 - 2008) of different diametres 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 over laps, 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., complete for finished item of work in all floors. (APSS NO.126) (In the absence of 18G binding wire,2 nos of 20G binding wire in tandem are to be strictly adhered). Note: Unless otherwise fabrication and placement of steel, no pre-payment shall be made against the supply of steel reinforcement

Masonry work in CM (1:6) prop with flyash cement soild blocks of size 290x200x140mm for manufacturing of flyash soild using flyash of 50Kgs/Sqm, cement of 15 Kgs Gypsum of 5Kgs and stone Dust including cost and conveyance of all materials, labour charges, seiniorage charges, sacaffolding and curing etc., complete with a compresive strength not less than 75Kg/Sqm for walls for walls

Plastering in Cement Mortar (1:4) 12 mm thick using best river sand from approved source including cost and conveyance of all materials, scaffolding, labour charges, screening, curing, rounding of corners, incidental charges as directed during execution complying with standard specifications etc., complete., FOR IN SIDE

Painting two coats with Acrylic Exterior Emulsion paint (exterior grade) over a priming coat using water based Cement primer (water thinnable) for exterior Gr-2 (total three coats) for new walls of approved brand and shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc., complete for finished item of work as per SS 911 for external walls.

Supply and fixing of C.C. Kerb not less than M30 strength of size 600(length as directed by the department) X 450 X 110 mm thick with bottom thickness of 110 mm up to height of 400 mm and top width of 50 mm thick chamfering with 45° at starts at 400 mm height to 450 mm height as selected by the Engineer-in-charge from approved source/ factory which is laid on existing CC Bed in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required and including cost and conveyance of all materials & labour charges including transportation charges from approved source, loading & unloading charges to site of work and internal transportation at site including contractor profit & overhead charges complete for finished item of work.

Flush pointing with CM (1:3) to RR masonry / kerb wall

Construction of Granular sub-base by providing locally available material (Gravel) including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.

Manufacture, Supply,Delivery, of Unplasticised PVCs Pipes of 110mm dia 6.0 Kgs/cm2 for potable water supplies conforming to IS:4985/2000 (3rd revision) with bell ends (socket) as per specification in light grey/natural Ivory grey/ any other color (except white) inclusive of transfortation to the sub-divisional stores anywhere in AP exluding all taxes

Supplying and fixing in position M.S Ornamental grills for windows and ventilators or for verandah openings using M.S. Flats, square rods, angles sheets etc., of approved design including necessary cuttings, bending fabrication, welding, grinding and finishing smooth including painting the grills with Two coats with ready mixed Synthetic enamel paint gr-I over a Primary coat (Red oxide metal primer gr-I) (total three coats) of approved make and colour including cost of making the holes into RCC or masonry works and making good the same wherever necessary, including cost and conveyance of all materials, incidental charges etc., complete.