Upgradation of CC Road from D.No.23-20-18 to D.No.23-20-21 at Lalitha Nagar 1st Street in 37th Division of RMC.

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 )

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)

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).

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 Out Form Work

Providing Plain Cement Concrete (1:3:6) mix, Grade M10 ( Cement :Fine Aggregate: Corse aggregate) using coarse aggregate 20mm size hard machine crushed granite metal from approved quarry including cost and conveyance of all materials and all labour charges fo machine mixing ,laying, Concrete, ramming in 15cm layers finishing top surface to the required level curing for 14 days etc. complete for finished item of work as per S.S and as directed by the Departmental Authorities (with Form work).

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. Provision for DMF 30% on Seigniorage Charges

5. Provision for Merit 2% 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 )

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)

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).

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 Out Form Work

Providing Plain Cement Concrete (1:3:6) mix, Grade M10 ( Cement :Fine Aggregate: Corse aggregate) using coarse aggregate 20mm size hard machine crushed granite metal from approved quarry including cost and conveyance of all materials and all labour charges fo machine mixing ,laying, Concrete, ramming in 15cm layers finishing top surface to the required level curing for 14 days etc. complete for finished item of work as per S.S and as directed by the Departmental Authorities (with Form work).