Construction of Strom Water Drain by providing 1600mm Dia RCC Np3 Pipes from HMDA layout at Medipally to Parvathapur Cheruvu, Medipally (V and M), Medcha-Malkajgiri District.

Cutting open bituminous tar road surface including depositing of excavated materials for trench work including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Laying of RCC NP3 pipes for Storm Water Drain

Cutting CC Road surface including depositing of excavated materials for trench work including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Laying of RCC NP3 pipes for Storm Water Drain

Cutting open Water Bound Macadam/Wet Mix Macadam Road including depositing of excavated materials for trench work including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Laying of RCC NP3 pipes for Storm Water Drain

In Ordinary Soils, by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, for Pipe Lines by mechanical means-Upto 3m Depth including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Laying of RCC NP3 pipes for Storm Water Drain

Earth work excavation in Hard rock (blasting prohibited)-Upto 3 m depth for pipeline trench 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. as per SS - 20 B (APSS 308) including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Laying of RCC NP3 pipes for Storm Water Drain

Supplying and filling robo sand in trenches, sides of the foundations and basement with initial lead in layers not exceeding 15 cm thick consolidatiing each depposited layer by watering and rampping including cost and conveyance of water to work site APSS 309 &310) including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Laying of RCC NP3 pipes for Storm Water Drain

Manufacture, Supply and Delivery of various internal dia R.C.C. NP 3 Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with M35 grade concrete conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) in standard lengths using Sulphate Resistant Cement confirming to IS 12330/1998 including lconveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient by using cranes jointing with rubber rings all other incidental and operational charges and testing including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For 1200mm dia. For Laying of RCC NP3 pipes for Storm Water Drain

Manufacture, Supply and Delivery of various internal dia R.C.C. NP 3 Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with M35 grade concrete conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) in standard lengths using Sulphate Resistant Cement confirming to IS 12330/1998 including lconveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient by using cranes jointing with rubber rings all other incidental and operational charges and testing including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For 1600mm dia. For Laying of RCC NP3 pipes for Storm Water Drain

Manufacture, Supply and Delivery of various internal dia R.C.C. NP 3 Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with M35 grade concrete conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) in standard lengths using Sulphate Resistant Cement confirming to IS 12330/1998 including lconveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient by using cranes jointing with rubber rings all other incidental and operational charges and testing including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For 2000mm dia. For Laying of RCC NP3 pipes for Storm Water Drain

Reffling with usefull available excavated earth / soils in trenches ,sides of foundations & basement and the pipeline trenches after laid, jointed, executed, tested with intial lead in layors not exceeding 15 cm thick , consolidating each deposited layer by watering consolidting each layer by watering and ramming (APSS No.309&310) including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Laying of RCC NP3 pipes for Storm Water Drain

Carting away the surplus excavated earth/dismantled material/unwanted debris etc, from the work site with a lead of 5.0 km including initial lead including all incidental, labour charges, overheads and contractors profit and also loading& unloding and conveyance etc. Complete for finished item of work and as directed by Engineer in charge. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Laying of RCC NP3 pipes for Storm Water Drain

In Ordinary Soils, by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, for Pipe Lines by mechanical means - Upto 3m Depth including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Construction of RCC Catchpits

Earth work excavation in Hard Rock (Blasting Prohibited ) for foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Construction of RCC Catchpits

Providing P.C.C grade M 10 Nominla Mix concrete for plain in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation 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 Levelling Course. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Construction of RCC Catchpits

Supply and placing of the RCC M25 Design Mix Concrete corresponding to IS 456 concrete mixer with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry and with minimum quantity of cement of 380 kg/cum as per IS code from standard suppliers approved by the departement, including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials such as weigh batching, machine mixing, laying concrete, curing, pumping, lead and lift charges, centering, shuttering, laying concrete, vibrating, curing etc (APSS No. 402) including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Construction of RCC Catchpits

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 500 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials (APSS No.126) . for Foundation MORTH 12.4 including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Construction of RCC Catchpits

Supply and Fixing in position of steel works like Window Grills, Compound Wall Grills, Iron Doors, Windows etc, including cost and conveyance of all material, labour charges for fabrication and fixing in postion etc, labour charges for fabrication & erection at site work for all heights etc., as per the drawings supplied from time to time at every level including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Construction of RCC Catchpits

Reffling with usefull available excavated earth / soils in trenches ,sides of foundations & basement and the pipeline trenches after laid, jointed, executed, tested with intial lead in layors not exceeding 15 cm thick , consolidating each deposited layer by watering consolidting each layer by watering and ramming (APSS No.309&310) including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Construction of RCC Catchpits

Carting away the surplus excavated earth/dismantled material/unwanted debris etc, from the work site with a lead of 5.0 km including initial lead including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Construction of RCC Catchpits

Cutting CC Road surface including depositing of excavated materials for trench work including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Shifting of Existing UGD

Earth work excavation for 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. as per SS - 20 B (APSS 308). Ordinary soils-Mechcanical Means-Upto 3 m depth including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Shifting of Existing UGD

Supplying and filling robo sand in trenches, sides of the foundations and basement with initial lead in layers not exceeding 15 cm thick consolidatiing each depposited layer by watering and rampping including cost and conveyance of water to work site and APSS 309 &310) including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Shifting of Existing UGD

Manufacture, Supply and Delivery of various internal dia R.C.C. NP 3 Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with M35 grade concrete conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) in standard lengths using Sulphate Resistant Cement confirming to IS 12330/1998 including lconveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient by using cranes jointing with rubber rings including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For 300mm dia RCC pipe. For Shifting of Existing UGD

Manufacture, Supply and Delivery of various internal dia R.C.C. NP 3 Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with M35 grade concrete conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) in standard lengths using Sulphate Resistant Cement confirming to IS 12330/1998 including lconveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient by using cranes jointing with rubber ring including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For 450mm dia RCC Pipe. For Shifting of Existing UGD

Manufacture, Supply and Delivery of various internal dia R.C.C. NP 3 Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with M35 grade concrete conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) in standard lengths using Sulphate Resistant Cement confirming to IS 12330/1998 including lconveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient by using cranes jointing with rubber rings including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For 600mm dia RCC Pipe. For Shifting of Existing UGD

Manufacture, Supply and Delivery of various internal dia R.C.C. NP 3 Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with M35 grade concrete conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) in standard lengths using Sulphate Resistant Cement confirming to IS 12330/1998 including lconveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient by using cranes jointing with rubber rings including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For 900mm dia RCC Pipe. For Shifting of Existing UGD

Constructon of 0.90 M Circular Sewer Man hole of 0.90 mts x 0.55 m of 1.0 M depths with Fly Ash bricks in cm 1:6 prop and corbelling too including cc bed ( 1: 4 : 8 ) prop using 40 mm gauge HG Metal 0.10 mt thick and CC (1:2:4) Prop benching / chanelling,internal plastreng with 20 mm thick cm 1:4 and External Plasterng with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days complete including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For 300mm dia pipeline. For Shifting of Existing UGD

Additional manhole 0.10 M depth constructon of 0.90 circular sewer man hole of 0.90 mts depth with Fly Ash bricks in CM(1:6) Prop as per specification etc complete. benching / chanelling,internal plastreng with 20 mm thick cm 1:4 and External Plasterng with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Shifting of Existing UGD

Constructon of 1.20 M Circular Sewer Man hole of 1.20 mts x 0.55 m of 1.65 M depths with Fly ash bricks in cm 1:6 prop and corbelling too including cc bed ( 1:4:8 ) prop using 40 mm gauge HG Metal 0.10 mt thick and CC (1:2:4) Prop benching / chanelling,internal plastreng with 20 mm thick cm 1:4 and External Plasterng with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For 450mm dia. For Shifting of Existing UGD

Constructon of 1.20 M Circular Sewer Man hole of 1.20 mts x 0.55 m of 1.65 M depths with Fly ash bricks in cm 1:6 prop and corbelling too including cc bed ( 1:4:8 ) prop using 40 mm gauge HG Metal 0.10 mt thick and CC (1:2:4) Prop benching / chanelling,internal plastreng with 20 mm thick cm 1:4 and External Plasterng with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For 600mm dia. For Shifting of Existing UGD

Additional manhole 0.10 M depth constructon of 1.2 circular sewer man hole of 1.65-2.3 mts depth with Fly Ash bricks in CM(1:6) Prop as per specification etc complete. benching / chanelling,internal plastreng with 20 mm thick cm 1:4 and External Plasterng with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Shifting of Existing UGD

Constructon of 1.50 M Circular Sewer Man hole of 1.20 mts x 0.56 m of 2.3 M depths with Fly ash bricks in cm 1:6 prop and corbelling too including cc bed ( 1:4:8 ) prop using 40 mm gauge HG Metal 0.10 mt thick and CC (1:2:4) Prop benching / chanelling,internal plastreng with 20 mm thick cm 1:4 and External Plasterng with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For 600mm Dia. For Shifting of Existing UGD

Constructon of 1.50 M Circular Sewer Man hole of 1.20 mts x 0.56 m of 2.3 M depths with Fly ash bricks in cm 1:6 prop and corbelling too including cc bed ( 1:4:8 ) prop using 40 mm gauge HG Metal 0.10 mt thick and CC (1:2:4) Prop benching / chanelling,internal plastreng with 20 mm thick cm 1:4 and External Plasterng with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For 900mm Dia. For Shifting of Existing UGD

Additional manhole 0.10 M depth constructon of 1.5 circular sewer man hole of 1.65-2.3 mts depth with Fly Ash bricks in CM(1:6) Prop as per specification etc complete. benching / chanelling,internal plastreng with 20 mm thick cm 1:4 and External Plasterng with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Shifting of Existing UGD

Reffling with usefull available excavated earth / soils in trenches ,sides of foundations & basement and the pipeline trenches after laid, jointed, executed, tested with intial lead in layors not exceeding 15 cm thick , consolidating each deposited layer by watering consolidting each layer by watering and ramming (APSS No.309&310) including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Shifting of Existing UGD

Carting away the surplus excavated earth/dismantled material/unwanted debris etc, from the work site with a lead of 5.0 km including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Shifting of Existing UGD

Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of manhole covers and frames with ISI marking anywhere in A.P., F.O.R. destination including, loading, un-loading & stacking at site but excluding central excise duty, sales tax, octroi and other Govt levies etc., as applicable. I.S.I Mark including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Shifting of Existing UGD

Construction of granular sub-base by providing grading VI material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH. Mix in Place Method RBR- SBBS-1 A including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Restoration of Road (CC & BT Roads)

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 withVibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.13 and Technical Specification Clause 406 MORD / MORTH. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Restoration of Road (CC & BT Roads)

Providing and applying Primer coat with bitumen emulsion(Bulk-Slow Setting-1) over the prepared surface of granular base as Wet Mix Macadam surface at the rate of 6kg /10sqm including cleaning the road surface with mechanical broom and air compressor and spraying uniformly with the aid of bitumen pressure sprayer including cost and conveyance of bitumen emulsion and water,labour charges,cleaning as per MORT&H(5th Revision) specification 502. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Restoration of Road (CC & BT Roads)

Providing and applying Tack coat with Bitumen Emulsion rapid setting-1 over the prepared surface before laying DBM @2.5kg/10Sqm including cleaning the road surface with mechanical broom and air compressor and applying uniformity with the aid of emulsion pressure sprayer including cost and conveyance of bitumen emulsion, labour charges, cleaning including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Restoration of Road (CC & BT Roads)

Providing and laying dense graded bituminous macadam of 50mm thick with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grade-II, premixed with bituminous binder VG-30 @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Restoration of Road (CC & BT Roads)

Providing and laying bituminous concrete of 40mm thick with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grade-II, premixed with bituminous binder VG-30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Restoration of Road (CC & BT Roads)

Providing P.C.C grade M 10 concrete for plain/reinforced concrete in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation 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 including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Restoration of Road (CC & BT Roads)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 53 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), with minimum cement 350.00 Kgs 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, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of , construction joints, curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Restoration of Road (CC & BT Roads)

Groove Cutting of 2-4 mm for 1/3rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC pavement - CC Pavement up to 100mm thick including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Restoration of Road (CC & BT Roads)