Providing road widening from Venkateswara General Market connecting 100 feet road (Morampudi Road to 100 feet AWA Road) (Under Pushkaram Funds)

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 (RCC)

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including 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 (Brick / Tile Work)

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)

Earth work excavation in all kinds of Soils 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 Mechanical Means

Earth work excavation in all kinds of Soils 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

Granular sub-base/base/surface course with local materials (Table 400.13) Construction of granular sub-base by providing Quarry Rubbish / Surface Stone of Granite (CHATRU) spreading in uniform layers on prepared surface, and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD.

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing using Naturally Occurring Gravel spreading in uniform layers on prepared surface and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD.

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.

Providing Vibrator vaccume dewatering power trowelling to finish the surface including all materials, labour and all hire charges etc. complete for finished item of work.

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.

Collection and supply of 2.36mm to 5mm HBG Chipse/Quarry dust 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.

Providing Plain Cement concrete (1:4:8) (Cement: fine aggregate: coarse aggregate) for 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, coarse aggregate, water etc. to site, excluding seigniorage charges, on all materials including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15cm layers finishing top surface to the required level curing etc. complete for finished item of work (APSS No. 402).

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( with out form work) for drain bed

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.

RCC vertical walls of plane surface including open drains of 600mm size and above Note: The Centering charges for item No’s.3 & 4 are for both the faces of the respective numbers. The measurement of centering charges shall be in “Sqm” for one face only and the centering charges given are for two faces of centering including all labour charges etc., complete as directed by the site engineer.

Providing and fixing mild steel (MS) manhole cover along with MS base frame of clear opening 900 mm × 900 mm, fabricated from approved MS plates/sections of adequate thickness and strength, suitable for heavy-duty usage, including cutting, bending, welding, grinding and finishing, applying one coat of red oxide primer and two coats of approved enamel paint, cost and conveyance of all materials to the work site, loading, unloading, labour charges for fabrication and fixing in proper position over the drain/manhole, including embedment in CC/RCC, all leads and lifts, and complete in all respects as per relevant Standard Specifications and as 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

Cutting open CC road surface with concrete saw cutter and removal with Breaker including stacking of excavated materials for pipe line trench work with all labour charges etc. complete as per SS and as directed by the Site Engineer.

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 (RCC)

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including 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 (Brick / Tile Work)

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)

Earth work excavation in all kinds of Soils 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 Mechanical Means

Earth work excavation in all kinds of Soils 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

Granular sub-base/base/surface course with local materials (Table 400.13) Construction of granular sub-base by providing Quarry Rubbish / Surface Stone of Granite (CHATRU) spreading in uniform layers on prepared surface, and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD.

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing using Naturally Occurring Gravel spreading in uniform layers on prepared surface and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD.

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.

Providing Vibrator vaccume dewatering power trowelling to finish the surface including all materials, labour and all hire charges etc. complete for finished item of work.

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.

Collection and supply of 2.36mm to 5mm HBG Chipse/Quarry dust 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.

Providing Plain Cement concrete (1:4:8) (Cement: fine aggregate: coarse aggregate) for 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, coarse aggregate, water etc. to site, excluding seigniorage charges, on all materials including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15cm layers finishing top surface to the required level curing etc. complete for finished item of work (APSS No. 402).

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( with out form work) for drain bed

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.

RCC vertical walls of plane surface including open drains of 600mm size and above Note: The Centering charges for item No’s.3 & 4 are for both the faces of the respective numbers. The measurement of centering charges shall be in “Sqm” for one face only and the centering charges given are for two faces of centering including all labour charges etc., complete as directed by the site engineer.

Providing and fixing mild steel (MS) manhole cover along with MS base frame of clear opening 900 mm × 900 mm, fabricated from approved MS plates/sections of adequate thickness and strength, suitable for heavy-duty usage, including cutting, bending, welding, grinding and finishing, applying one coat of red oxide primer and two coats of approved enamel paint, cost and conveyance of all materials to the work site, loading, unloading, labour charges for fabrication and fixing in proper position over the drain/manhole, including embedment in CC/RCC, all leads and lifts, and complete in all respects as per relevant Standard Specifications and as 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

Cutting open CC road surface with concrete saw cutter and removal with Breaker including stacking of excavated materials for pipe line trench work with all labour charges etc. complete as per SS and as directed by the Site Engineer.