Construction of Crematorium at SV Nagar of Perumallapalli GP, Tirupati Rural Mandal.

Earthwork excavation for foundations as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 mtrs, dressing of sides etc., complete up to 3mts depth in ordinary soils

Filling the lowlevel area with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303 MORD / 305 MORTH, by using machinery.

Hire charges of penumatic roller for consolidation of Filling low level area material operante from the barrow pits etc., complete as directed by the departmental officers during the execution of work.

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 weigh batcher/ mixer using of 20 mm HBG crushed metal 0.480 cum (641 kgs),. 10 mm HBG crushed metal, 0.320 cum (416 kgs), Sand 0.400 cum (605 kgs.) and cement 380 kgs with water cement ratio of 0.480 (182.40 ltrs/ cum of CC)etc., to site and including Seignoirage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, vibrating, dewatering, laying concrete, curing, centering, shuttering charges etc., complete but excluding cost of steel and its fabrication charges,for finished item of work (APSS No. 402) with cement from standard suppliers approved by the department. FOR FOOTINGS

Supply and placing of M 25 DESIGN MIX CONCRETE corresponding to IS 456 using weigh batcher/ mixer using of 20 mm HBG crushed metal 0.480 cum (641 kgs),. 10 mm HBG crushed metal, 0.320 cum (416 kgs), Sand 0.400 cum (605 kgs.) and cement 380 kgs with water cement ratio of 0.480 (182.40 ltrs/ cum of CC)etc., to site and including Seignoirage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, vibrating, dewatering, laying concrete, curing, centering, shuttering charges etc., complete but excluding cost of steel and its fabrication charges,for finished item of work (APSS No. 402) with cement from standard suppliers approved by the department. FOR PEDESTAL (Below Plinth Beam)

Supply and placing of M 25 DESIGN MIX CONCRETE corresponding to IS 456 using weigh batcher/ mixer using of 20 mm HBG crushed metal 0.480 cum (641 kgs),. 10 mm HBG crushed metal, 0.320 cum (416 kgs), Sand 0.400 cum (605 kgs.) and cement 380 kgs with water cement ratio of 0.480 (182.40 ltrs/ cum of CC)etc., to site and including Seignoirage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, vibrating, dewatering, laying concrete, curing, centering, shuttering charges etc., complete but excluding cost of steel and its fabrication charges,for finished item of work (APSS No. 402) with cement from standard suppliers approved by the department. FOR COLUMNS

Supply and placing of M 25 DESIGN MIX CONCRETE corresponding to IS 456 using weigh batcher/ mixer using of 20 mm HBG crushed metal 0.480 cum (641 kgs),. 10 mm HBG crushed metal, 0.320 cum (416 kgs), Sand 0.400 cum (605 kgs.) and cement 380 kgs with water cement ratio of 0.480 (182.40 ltrs/ cum of CC)etc., to site and including Seignoirage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, vibrating, dewatering, laying concrete, curing, centering, shuttering charges etc., complete but excluding cost of steel and its fabrication charges,for finished item of work (APSS No. 402) with cement from standard suppliers approved by the department. FOR PLINTH BEAM

Supply and placing of M 25 DESIGN MIX CONCRETE corresponding to IS 456 using weigh batcher/ mixer using of 20 mm HBG crushed metal 0.480 cum (641 kgs),. 10 mm HBG crushed metal, 0.320 cum (416 kgs), Sand 0.400 cum (605 kgs.) and cement 380 kgs with water cement ratio of 0.480 (182.40 ltrs/ cum of CC)etc., to site and including Seignoirage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, vibrating, dewatering, laying concrete, curing, centering, shuttering charges etc., complete but excluding cost of steel and its fabrication charges,for finished item of work (APSS No. 402) with cement from standard suppliers approved by the department. FOR G.F FOR ROOF BEAMS

Supply and placing of M 25 DESIGN MIX CONCRETE corresponding to IS 456 using weigh batcher/ mixer using of 20 mm HBG crushed metal 0.480 cum (641 kgs),. 10 mm HBG crushed metal, 0.320 cum (416 kgs), Sand 0.400 cum (605 kgs.) and cement 380 kgs with water cement ratio of 0.480 (182.40 ltrs/ cum of CC)etc., to site and including Seignoirage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, vibrating, dewatering, laying concrete, curing, centering, shuttering charges etc., complete but excluding cost of steel and its fabrication charges,for finished item of work (APSS No. 402) with cement from standard suppliers approved by the department. FOR ROOF SLAB of 125mm thick

Supply and placing of M 25 DESIGN MIX CONCRETE corresponding to IS 456 using weigh batcher/ mixer using of 20 mm HBG crushed metal 0.480 cum (641 kgs),. 10 mm HBG crushed metal, 0.320 cum (416 kgs), Sand 0.400 cum (605 kgs.) and cement 380 kgs with water cement ratio of 0.480 (182.40 ltrs/ cum of CC)etc., to site and including Seignoirage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, vibrating, dewatering, laying concrete, curing, centering, shuttering charges etc., complete but excluding cost of steel and its fabrication charges,for finished item of work (APSS No. 402) with cement from standard suppliers approved by the department. FOR PRECAST SLAB of 150mm thick

Supply and placing of M 25 DESIGN MIX CONCRETE corresponding to IS 456 using weigh batcher/ mixer using of 20 mm HBG crushed metal 0.480 cum (641 kgs),. 10 mm HBG crushed metal, 0.320 cum (416 kgs), Sand 0.400 cum (605 kgs.) and cement 380 kgs with water cement ratio of 0.480 (182.40 ltrs/ cum of CC)etc., to site and including Seignoirage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, vibrating, dewatering, laying concrete, curing, centering, shuttering charges etc., complete but excluding cost of steel and its fabrication charges,for finished item of work (APSS No. 402) with cement from standard suppliers approved by the department. FOR LINTELS

Supply and placing of M 25 DESIGN MIX CONCRETE corresponding to IS 456 using weigh batcher/ mixer using of 20 mm HBG crushed metal 0.480 cum (641 kgs),. 10 mm HBG crushed metal, 0.320 cum (416 kgs), Sand 0.400 cum (605 kgs.) and cement 380 kgs with water cement ratio of 0.480 (182.40 ltrs/ cum of CC)etc., to site and including Seignoirage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, vibrating, dewatering, laying concrete, curing, centering, shuttering charges etc., complete but excluding cost of steel and its fabrication charges,for finished item of work (APSS No. 402) with cement from standard suppliers approved by the department. FOR RCC Wall

RCC M- 25 Design mix using 20mm HBG crushed metal 0.480 cu.m , 10mm HBG crushed metal 0.320 cu.m , sand 0.400 cu.m and cement 350 kgs with water cement ratio of 0.53 (185.5 Lit per cu.m of CC ) etc. horizontal plain sunshades or lofts projecting from the face of the wall 65mm average thickness,80mm thick at the face of the wall and 50mm thick at the free end and cast monolithically with the lintels or tailed to the full thickness of the wall where there are no lintels using 20mm size graded machine crushed hard granite metal (coarse aggregate) from any source conforming to the relevant ISI standards including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as machine mixing, laying concrete, curing , etc.,complete, but excluding cost of centering charges and excluding cost of steel and its fabrication charges for finished item of work.FOR Sun Shades 600mm Width

Earth Filling with Ordinary Soil useful available excavated sand (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.

Masonry Work in CM (1:6) Prop with Flyash Cement Solid Blocks of size 290X200X140mm for manufacturing of Flyash Solid Blocks using Flyash of 50Kgs/ sq cm, Cement of 15 KGs, Gypsum of 5 Kgs and Stone Dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., complete with a compresive strength not less than 50Kgs/ Sqcm for Walls for Walls for finished item of work as per SS 504.,

Providing impervious coat to exposed RCC roof slab surface with CM (1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost of all materials, seigniorage charges, excluding conveyance charges of materials and including all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off juction of wall and slab etc., complete for finished item of work

Plastering in Cement Mortar (1:3) 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., for ceiling

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.,

Providing and applying wall putty of white cement or polymer or cement based or equivalent putty such as Birla wall care putty of average 1 to 2 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, sand the surface, clean & wipe off loose dust, applying knifing paste filler by putty knife / muslin pad, air dry for 2-3 hrs. sand with 180 and 320 No., emery paper for the surface preparation inclduing cost and conveyance of all materials to work site and all operational, incidental, labour charges etc., complete for finished item of work FOR WALLS INSIDE

Painting to new walls with Acrylic Interior Emulsion paint of two coats over cement primary coat 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 opertional, incidental, labour charges etc., complete for finished item of work as per SS 911 FOR INTERNAL WALLS

Painting to new walls with Acrylic Exterior Emulsion paint of two coats over cement primary coat 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 opertional, incidental, labour charges etc., complete for finished item of work as per SS 911 FOR EXTERNAL WALLS

Providing High Yield Strength deformed (HYSD)/ Thermo mechancially treated (TMT) steel bars below 36 mm dia of Fe 500/Fe-500D/550D (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-pament shall be made against the supply of steel reinforcement