Roads And Buildings Department Tender

Building;Providing Mild Steel Tubes & pipes of all diameters as per IS-1161, of different diameters, cutting, placing in position, including cost and conveyance of all materials to work site and all operational, incidental, labour charges including cost of overheads & contractors profit complete for finished item of work for purlins of sheet roofing for Plinth Protection.

Building;Supply and fixing of roofing with 0.5mm thick galvanized / pre painted G.I. profiled sheets fixed to the purlins with 14 size self drilling screws with neoprene washer. Side laps are stitched with self tapping / drilling screws. End laps are to be sealed with 25x3 mm Butyl tape. The sheets are provided with anti capillary grove, including cost and conveyance of all materials, all operational, incidental labour charges, overheads and contractor's profit complete for finished item of work.

Building;Plastering 12mm thick in two coats using screened sand (with 50% river sand and 50% Manufactured 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, all operational, incidental charges on materials, cost of all labour charges for mixing mortar, finishing, scaffolding (with MS JACKPROP , CUPLOCK & PIPE SCAFFOLDS) , lift charges, curing, cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work. (SS 901,903 & 904) for Plinth Protection.

Building;Solid Fly-ash Block masonry 225 mm thick for panel walls in super structure, parapet walls with cement mortar (1:6) prop (Cement:sand) using solid fly-ash blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks from approved source having minimum crushing strength of 5 N/sq.mm. including cost and conveyance of all materials like cement, sand(50% river sand & 50 % Manufacture sand), blocks, water etc., to site, excluding seigniorage on all materials but including all incidental and operational, labour charges like mixing cement mortar, scaffolding charges(with MS jack prop Cuplock pipes Scaffolding), constructing masonry, lift charges, curing overheads & contractors profit etc., complete for finished item of work as per SS 504. for:-Fly Ash Block Masonry in CM 1:6 (290x225x140) for Plinth Protection.

Building;Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) under 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 (with 50% river sand & 50% manufactured sand), coarse aggregate, water etc. to site, all charges for machine mixing, laying concrete in foundations and under flooring bed, finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402) MACHINE MIXING for Plinth Protection.

Building;Providing Plinth protection with a bed of 100mm thick PCC(1:5:10) using screened sand ,40mm size HB Granite metal and on top of PCC, 20mm thick granolithic concrete flooring with CC(1:1:2) prop.using 6mm to 12mm size graded hard granite machine crushed metal laid monolithically already laid, in alternate panels of size not exceeding 1.5 x 1.5 Mts. and providing 5mm thick glass strips between the pannels and finishing the top surface to required smoothness and slopes including grooves, thread lining as directed by the Engineer - in - charge including cost and conveyance of all materials to site and operational & incidental and labour charges like mixing of cement concrete, laying, curing, lift charges etc., and overheads & contractors profit complete including cost of CC bed for finished item of work. (APSS No.701 & 710) for Plinth Protection.

Building;Earth work excavation for BUILDING foundations 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. and overheads and contractor profit complete for finished item of work excluding dewatering charges as per SS 20B (APSS 308) in Ordinary Soil-Mechanical Means for Plinth Protection.

Building;Painting to new iron works with 2 coats of Synthetic Enamel paints in all shades using ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. over 1 coat of Red Oxide Primer Paint for iron works of Grade -1 of approved brand to give an even shade after thoroughly cleaning and sand papering the surface to remove all dirt and remains , including cost and conveyance of all materials to work site including cost of primer coat and all operational, incidental, labour charges etc. complete etc., complete including cost of overheads & contractors profit (APSS No.1200, 1207 & 1211) in all floors for Compound wall

Building;Providing Structural Steel hollow Square & Rectangular sections of 240 MPA grade conforming to IS 4923-1997 of all sizes , cutting and fabricating to required sizes and shapes,placing in position as per approved designs and drawings, including cost and conveyance of all structural steel sections and all wastages such as overlaps, couplings, welede joints, etc., and all operational, incidental charges, including Labour charges for fabricating steel works like Window Grills, Compound Wall Grills, Iron Doors, Windows including cost of welding rods, power charges, cost of fixing in position etc., including overheads and contractor's profit complete for finished item of work for Compound wall

Building;Painting to new walls with 2 coats of acrylic emulsion paint exterior grade with silicon additives having VOC (Volatile Organic Compound) content less than 30 grams/ litre of approved brand and shade over a base coat of approved water based Cement Primer of Exterior Grade- 2 making 3 coats in all to give an even 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 and cost of overheads & contractors profit for finished item of work as per SS 912 for external walls for:-External Colouring - Plastic emulsion paint - 3 Coats for Compound wall

Building;Plastering 12mm thick in two coats using screened sand (with 50% river sand and 50% Manufactured 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, all operational, incidental charges on materials, cost of all labour charges for mixing mortar, finishing, scaffolding (with MS JACKPROP , CUPLOCK & PIPE SCAFFOLDS) , lift charges, curing, cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work. (SS 901,903 & 904) for Compound wall

Building;Solid Fly-ash Block masonry 225 mm thick for panel walls in super structure, parapet walls with cement mortar (1:6) prop (Cement:sand) using solid fly-ash blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks from approved source having minimum crushing strength of 5 N/sq.mm. including cost and conveyance of all materials like cement, sand(50% river sand & 50 % Manufacture sand), blocks, water etc., to site, excluding seigniorage on all materials but including all incidental and operational, labour charges like mixing cement mortar, scaffolding charges(with MS jack prop Cuplock pipes Scaffolding), constructing masonry, lift charges, curing overheads & contractors profit etc., complete for finished item of work as per SS 504. for:-Fly Ash Block Masonry in CM 1:6 (290x225x140) for Compound wall

Building;Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick consolidating each deposit layer with watering and ramming including cost and conveyance of water to work site and all operaitonal, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for fnished item of work (APSS NO.309&310) - MECHANICAL MEANS for Compound wall

Building;Supplying, fitting and placing thermo Mechanically Treated (TMT/HYSD) (grade as per structural drawings confirming to IS 1786) manufactured with in Telangana with minimum integrated installed Production of 2Lakh MT per annum by Primary producers like AF STAR TMT/MS LIFE TMT , Radha TMT, SUGNA TMT as approved by Ministry of steel guidelines) 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, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars to site, 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 on all materials etc. ,and cost of overheads & contractors profit etc., complete for finished item of work ( APSS No.126) for Compound wall

Building;Supply and placing of Design Mix Concrete M 20 grade corresponding to IS 456 with minimum cement content of 350 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 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 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 and cost of overheads & contractors profit etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) FOR COLUMNS UP TO AN UN-SUPPORTED HEIGHT OF 3.66M for Compound wall

Building;Supply and placing of Design Mix Concrete M 20 grade corresponding to IS 456 with minimum cement content of 350 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 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 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 and cost of overheads & contractors profit etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) FOR PLINTH BEAM for Compound wall

Building;Supply and placing of Design Mix Concrete M 20 grade corresponding to IS 456 with minimum cement content of 350 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 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 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 and cost of overheads & contractors profit etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) FOR FOOTINGS for Compound wall

Building;Plain Cement Concrete (1:5:10) (cement: fine aggregate: Coarse aggregate) under foundations and under flooring bed using coarse aggregate 40mm size hard , machine crushed Granite metal from approved quarry including cost and conveyance of all materials like cement, sand (with 50% river sand & 50% manufactured sand), coarse aggregate, water etc. to site, all charges for mixing, laying concrete in foundations , ramming, finishing top surface to the required level, curing including cost of overheads & contractors profit etc., complete for finished item of work. (APSS No. 402) MACHINE MIXING for Compound wall

Building;Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) under 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 (with 50% river sand & 50% manufactured sand), coarse aggregate, water etc. to site, all charges for machine mixing, laying concrete in foundations and under flooring bed, finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402) MACHINE MIXING for Compound wall

Building;Earth work excavation for BUILDING foundations 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. and overheads and contractor profit complete for finished item of work excluding dewatering charges as per SS 20B (APSS 308) in Ordinary Soil-Mechanical Means for Compound wall