Construction of Repairs & CC road at TTWREIS (B) Echoda (V) Echoda (M) Adilabad District

Earth work excavation and depositing on bank (manual means) with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work excluding seignerage charges and dewatering charges etc., complete for Foundation of Building.(APSS No. 308)

Plain Cement Concrete (1:5:10) proportion (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, natural river sand and Manufactured Sand (Rock sand) in the ratio of 50:50, coarse aggregate, water etc. to site, mixing concrete in concrete mixer including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work (APSS No. 402) for Levelling Course and Flooring Bed

Vibrated Reinforced Cement Concrete M20 Grade Nominal Mix corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, natural river sand and manufactured sand (Rock sand) in the ratio of 50:50, 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 machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) including centering, shuttering, laying concrete, vibrating, curing etc. complete for Footings.

Vibrated Reinforced Cement Concrete M20 Grade Nominal Mix corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, natural river sand and manufactured sand (Rock sand) in the ratio of 50:50, 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 machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) including centering, shuttering, laying concrete, vibrating, curing etc. complete for Columns.

Vibrated Reinforced Cement Concrete M20 Grade Nominal Mix corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, natural river sand and manufactured sand (Rock sand) in the ratio of 50:50,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 machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) including centering, shuttering, laying concrete, vibrating, curing etc. complete for Plinth Beams.

Brick Masonry in superstructure with CM (1:8) prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm, for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust with a compresive strength not lessthan 50 kg/sqm including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., for Superstructure Walls.

Plastering to even surfaces of wall with CM (1:5) Prop: 12mm thick in single coat including cost and onveyance of all materials like cement, natural river sand and Manufactured Sand (Rock sand) in the ratio of 50:50, water etc., to site, excluding seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)

Plastering to even surfaces of wall with CM (1:5) Prop: 20mm thick in single coat including cost and conveyance of all materials like cement, natural river sand and Manufactured Sand (Rock sand) in the ratio of 50:50, water etc., to site, excluding seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)

Painting to External Walls with two coats of Polymer Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., excluding sales & other taxes, including all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911)

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 500 grade as per IS 1786-1979) 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 lapsplicing 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, laour charges such as cutting, bending placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work for Ground Floor. (APSS No.126) Category B Steel

GSB Grading-III: Construction of Granular sub-base by providing HBG material confirming to Grading - III of MoRT&H Table 400-2 and Table 400.1 of MORD including cost, and conveyance of all materials to work site and spreading in uniform layers with motor grader 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., as per technical specification 401 MORTH (4th revision) and 401 MORD and as directed by the Engineer-in-charge complete for finished item of work ( Payment will be made based on levels for finished item of work ).

CC Pavement: Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS: 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, 4 wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, with water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD

RUPEES SEVENTY EIGHT LAKHS FOURTY FIVE THOUSAND FOUR HUNDRED NINETY FOUR ONLY