Upgradation of B.T. road to C.C. Road at various locations beside Gowthami school from 78-11-5 to 78-9-11/2 and 78-9-11/2 to 78-7-15, Gandhipuram-3 park East side & Somalamma temple back side street from 78-4-8 to 78-4-11 in 12th Division.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH (CC Work )

Scarifying the existing BT surface to a depth of 50mm by mechanical means and disposal of scarified material with all leads and lifts upto 1000Mtrs. As per MORT&H (4th revision) specn No. 305.4.3 (Picking)

Cutting open C.C. Road surface with concrete saw cutter and removal with breaker including stacking to excavated materials for pipe line trench work.including all labour charges etc complete as per ss and as directed by the site engineer.

Earth work for Ordinary Soil excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 0.50Mtrs. Dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD/ 304 MORTH VP No. 484. For Manual Means

Earth work for Ordinary Soil excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 0.50Mtrs. Dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD/ 304 MORTH for Mechanical Means

Carting away of excavated earth / debries to a lead of 2KM (the rate including conveyance charges, labour charges for loading, unloading charges) including ideal hire charges of truck etc. complete as directed by the Departmental Authorities of the work.

Construction of granual surface course by providing well graded material like 2.36mm to 5mm size HBG Material,spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC,and compacting eith three wheel 80-100 KN static roller/vibrator roller 80-100 KN capacity to achieve the desired density,complete as per technical specification clause 402 MORD.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

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 any other type as per Clause 1501.2.2 M30 (Grade) Cement component not less than 400Kgs / cum, coarse and fine aggregates conforming to IS:383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, 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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Fixing channels for levelling the concrete with beam Vibrator Vaccume dewatering power trowelling to finish the surface including Hire Charges for all materials, labour charges, fuel charges etc., complete for finished item of work including overhead charges & contractor profit etc complete as per s s and directed by the site Engineer.

PCC grade M20 (MORD) Providing Plain Cement Concrete Nominal Mix (1:2:4) using 20mm nominal size Graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. for Approaches etc. (for Mechanical Mixer) With Form Work

Providing RCC Grade M20 (nominal mix) with minimum Cement of 350 Kgs/ Cum of Concrete using 20mm (60%) and 10mm (40%) size graded machine crushed HBG metal (Coarse aggregate) from approved quarry including cost and conveyance of all materials and all charges for machine mixing laying concrete, ramming in 15cm layers finishing top surface to the required level curing fo 14 days etc. complete for finished item of workas per S.S. and as directed by the Departmental Authorities for Culvert slabs & bed blocks with form work.

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) / Mild Steel (MS) bars (Fe 415 / Fe500 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 18SWG, 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 incidential, operational, labour charges such as cutting, bending, placing in position, tying etc. complete for finished item of work in all floors (APSS No. 126). etc., complete as per ss and as directed by the site engineer.

Collection and Supply of Gravel from approved quarry including cost and conveyance of all materials and spreading the same to irrespective thickness including sectioning, levelling ramming and watering etc. complete as per S.S. and as directed by the Site Engineer.

Manufacturing, supply, delivery and fixing of M.S. Man holes of different sizes of angulars and square rods including welding cutting, bending, painting with redoxide paint including cost and conveyane of all materials and all fabrication charges etc. complete as per S.S and as directed by the site engineer.

Details of Maximum amount reimbursable to the Contractor.

1) Provision for GST @18%

2) Provision for NAC @ 0.10%

3) Provision for Seigniorage charges

4) DMF @30% on Seigniorage charges

5) MERIT @2% on Seigniorage charges

6) Consideration 100% on Seigniorage charges

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH (CC Work )

Scarifying the existing BT surface to a depth of 50mm by mechanical means and disposal of scarified material with all leads and lifts upto 1000Mtrs. As per MORT&H (4th revision) specn No. 305.4.3 (Picking)

Cutting open C.C. Road surface with concrete saw cutter and removal with breaker including stacking to excavated materials for pipe line trench work.including all labour charges etc complete as per ss and as directed by the site engineer.

Earth work for Ordinary Soil excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 0.50Mtrs. Dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD/ 304 MORTH VP No. 484. For Manual Means

Earth work for Ordinary Soil excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 0.50Mtrs. Dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD/ 304 MORTH for Mechanical Means

Carting away of excavated earth / debries to a lead of 2KM (the rate including conveyance charges, labour charges for loading, unloading charges) including ideal hire charges of truck etc. complete as directed by the Departmental Authorities of the work.

Construction of granual surface course by providing well graded material like 2.36mm to 5mm size HBG Material,spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC,and compacting eith three wheel 80-100 KN static roller/vibrator roller 80-100 KN capacity to achieve the desired density,complete as per technical specification clause 402 MORD.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

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 any other type as per Clause 1501.2.2 M30 (Grade) Cement component not less than 400Kgs / cum, coarse and fine aggregates conforming to IS:383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, 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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Fixing channels for levelling the concrete with beam Vibrator Vaccume dewatering power trowelling to finish the surface including Hire Charges for all materials, labour charges, fuel charges etc., complete for finished item of work including overhead charges & contractor profit etc complete as per s s and directed by the site Engineer.

PCC grade M20 (MORD) Providing Plain Cement Concrete Nominal Mix (1:2:4) using 20mm nominal size Graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. for Approaches etc. (for Mechanical Mixer) With Form Work

Providing RCC Grade M20 (nominal mix) with minimum Cement of 350 Kgs/ Cum of Concrete using 20mm (60%) and 10mm (40%) size graded machine crushed HBG metal (Coarse aggregate) from approved quarry including cost and conveyance of all materials and all charges for machine mixing laying concrete, ramming in 15cm layers finishing top surface to the required level curing fo 14 days etc. complete for finished item of workas per S.S. and as directed by the Departmental Authorities for Culvert slabs & bed blocks with form work.

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) / Mild Steel (MS) bars (Fe 415 / Fe500 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 18SWG, 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 incidential, operational, labour charges such as cutting, bending, placing in position, tying etc. complete for finished item of work in all floors (APSS No. 126). etc., complete as per ss and as directed by the site engineer.

Collection and Supply of Gravel from approved quarry including cost and conveyance of all materials and spreading the same to irrespective thickness including sectioning, levelling ramming and watering etc. complete as per S.S. and as directed by the Site Engineer.

Manufacturing, supply, delivery and fixing of M.S. Man holes of different sizes of angulars and square rods including welding cutting, bending, painting with redoxide paint including cost and conveyane of all materials and all fabrication charges etc. complete as per S.S and as directed by the site engineer.