Construction of Central medians from Tolichowki Junction to Limra Hotel and from Seven (7) Tombs Junction to Banjara Darwaja Junction, Junction Development at Tolichowki Junction (Under Flyover)

Cutting open Cutting C.C.Road Surface (as well as asphalt concrete upto 75 mm thick ) including water bound macadam and stacking of excavated materials for pipe line trench work. as directed by the departmental officers. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Central Medians from Bakewell Tolichowki Junction to Limra Hotel

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m 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 Central Medians from Bakewell Tolichowki Junction to Limra Hotel

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 Central Medians from Bakewell Tolichowki Junction to Limra Hotel

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of superplasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum). including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Central Medians from Bakewell Tolichowki Junction to Limra Hotel

Supplying, fitting and placing TMT bar (Fe-500/500D/550D from primary producers like GOEL. SHYAM, JAI BALAJI, AFSTAR/MSLIFE TMT, RADHA TMT, SUGNA TMTreinforcement in sub-structure complete as per drawing and Technical Specifications. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Central Medians from Bakewell Tolichowki Junction to Limra Hotel

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming complete for finished item of work. (APSS NO. 309 & 310)and including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Central Medians from Bakewell Tolichowki Junction to Limra Hotel

Providing Artistic Painting with approved Colour and quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials and incidental such as scaffolding, lift charges etc., including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Central Medians from Bakewell Tolichowki Junction to Limra Hotel

Carting away the surplus excavated earth/dismantled material/unwanted debris etc, from the work site with a lead of 5.0 km 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 Central Medians from Bakewell Tolichowki Junction to Limra Hotel

Cutting open Cutting BT Road Surface (as well as asphalt concrete upto 75 mm thick ) including water bound macadam and stacking of excavated materials for pipe line trench work. as directed by the departmental officers. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Central Medians from Banjara Darwaja Junction to Seven Tombs Junction

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m 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 CC Road from Banjara Darwaja Junction to Seven Tombs Junction

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. ForCC Road from Banjara Darwaja Junction to Seven Tombs Junction

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of superplasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum). including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For CC Road from Banjara Darwaja Junction to Seven Tombs Junction

Supplying, fitting and placing TMT bar (Fe-500/500D/550D from primary producers like GOEL. SHYAM, JAI BALAJI, AFSTAR/MSLIFE TMT, RADHA TMT, SUGNA TMTreinforcement in sub-structure complete as per drawing and Technical Specifications. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For CC Road from Banjara Darwaja Junction to Seven Tombs Junction

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming complete for finished item of work. (APSS NO. 309 & 310)and including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For CC Road from Banjara Darwaja Junction to Seven Tombs Junction

Providing Artistic Painting with approved Colour and quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials and incidental such as scaffolding, lift charges etc., including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For CC Road from Banjara Darwaja Junction to Seven Tombs Junction

Carting away the surplus excavated earth/dismantled material/unwanted debris etc, from the work site with a lead of 5.0 km 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 CC Road from Banjara Darwaja Junction to Seven Tombs Junction

Excavation for roadwork and culvert in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH 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 CC Road from Banjara Darwaja Junction to Seven Tombs Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For CC Road from Banjara Darwaja Junction to Seven Tombs Junction

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) 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 Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge. For CC Road from Banjara Darwaja Junction to Seven Tombs Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For CC Road from Banjara Darwaja Junction to Seven Tombs Junction

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 CC Road from Banjara Darwaja Junction to Seven Tombs Junction

Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.70-0.80 atmospheres as per the standard procedure floting with powerfloater, mechanical trawelling, finishing with sound edges and camers 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 CC Road from Banjara Darwaja Junction to Seven Tombs Junction

Saw Cut Groove cutting in set concrete upto a depth of 50.0mm 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 CC Road from Banjara Darwaja Junction to Seven Tombs Junction

Providing M20 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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For CC Road from Banjara Darwaja Junction to Seven Tombs Junction

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per Technical Specification MORTH 5th Revision etc 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 Footpath from Banjara Darwaja Junction to Seven Tombs Junction

Providing 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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Footpath from Banjara Darwaja Junction to Seven Tombs Junction

Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually,using concrete batching and mixing plant as per clause 408 MORTH, MorTH 408 /8.2 B. 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 Footpath from Banjara Darwaja Junction to Seven Tombs Junction

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming (APSS NO. 309 & 310)and 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 Footpath from Banjara Darwaja Junction to Seven Tombs Junction

Flooring with high strength Cement Concrete terrazzo/pre-polished/ chequered Step tiles of 25 mm thick (medium shade) set over base coat of cement mortar (1:6) 12 mm thick over CC bed already laid or RCC roof slab, including near cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed with neat cement to full depth mixed with pigment of matching shade,cost of all materials like cement, sand water and tiles etc., 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 Footpath from Banjara Darwaja Junction to Seven Tombs Junction

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD. 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 Footpath from Banjara Darwaja Junction to Seven Tombs Junction

Carting away the surplus excavated earth/dismantled material/unwanted debris etc, from the work site with a lead of 5.0 km 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 Footpath from Banjara Darwaja Junction to Seven Tombs Junction

Excavation for roadwork and culvert in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH 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 CC Patch work Development at Tolichowki Junction (Under Flyover)

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD / 305 MORTH, 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 CC Patch work Development at Tolichowki Junction (Under Flyover)

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 Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For CC Patch work Development at Tolichowki Junction (Under Flyover)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) 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 Contractors profit and overhead charges but excluding Seigniorage Charges complete for finished item of work and as directed by the Engineer-in-charge. For CC Patch work Development at Tolichowki Junction (Under Flyover)

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For CC Patch work Development at Tolichowki Junction (Under Flyover)

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 CC Patch work Development at Tolichowki Junction (Under Flyover)

Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.70-0.80 atmospheres as per the standard procedure floting with powerfloater, mechanical trawelling, finishing with sound edges and camers 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 CC Patch work Development at Tolichowki Junction (Under Flyover)

Saw Cut Groove cutting in set concrete upto a depth of 50.0mm 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 CC Patch work Development at Tolichowki Junction (Under Flyover)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per Technical Specification MORTH 5th Revision etc 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 Repairs Under Central Meridians Development at Tolichowki Junction (Under Flyover)

Providing 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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Repairs Under Central Meridians Development at Tolichowki Junction (Under Flyover)

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of superplasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum). including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Repairs Under Central Meridians Development at Tolichowki Junction (Under Flyover)

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming (APSS NO. 309 & 310)and 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 Repairs Under Central Meridians Development at Tolichowki Junction (Under Flyover)

Providing Artistic Painting with approved Colour and quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials and incidental such as scaffolding, lift charges etc., including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Repairs Under Central Meridians Development at Tolichowki Junction (Under Flyover)

Carting away the surplus excavated earth/dismantled material/unwanted debris etc, from the work site with a lead of 5.0 km 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 Repairs Under Central Meridians Development at Tolichowki Junction (Under Flyover)

Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Footpath Development at Tolichowki Junction (Under Flyover)

Providing 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 Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Footpath Development at Tolichowki Junction (Under Flyover)

Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually,using concrete batching and mixing plant as per clause 408 MORTH,as per MorTH 408 /8.2 B Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Footpath Development at Tolichowki Junction (Under Flyover)

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)and Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Footpath Development at Tolichowki Junction (Under Flyover)

Flooring with high strength Cement Concrete terrazzo/pre-polished/ chequered Step tiles of 25 mm thick (medium shade) set over base coat of cement mortar (1:6) 12 mm thick over CC bed already laid or RCC roof slab, including near cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed with neat cement to full depth mixed with pigment of matching shade cost of all materials like cement, sand water and tiles etc., Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Footpath Development at Tolichowki Junction (Under Flyover)

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD. Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Footpath Development at Tolichowki Junction (Under Flyover)

Supply and Fixing in position of steel works like Window Grills, Compound Wall Grills, Iron Doors, Windows etc, as per IS 2062-2011 E 250 BR. Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Footpath Development at Tolichowki Junction (Under Flyover)

Supply and application of two coats of Supply of ready mixed Synthetic Enamel paints in all shades Grade - I (IS - 13213) having VOC (Volatile Organic Compound ) content less than 30 grams/Lit. to internal kerb, pipe railing, crash barrier all along the Elevated corridor of PVNR Expressway, kerb at Underpass at Aramghar and Trumpet Interchange at Shamshabad of approved brand and shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Footpath Development at Tolichowki Junction (Under Flyover)

Carting away the surplus excavated earth/dismantled material/unwanted debris etc, from the work site with a lead of 5.0 km Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Footpath Development at Tolichowki Junction (Under Flyover)

Supply & fixing of Abstract sculptures made up of SFRP of "Abstract sculpture " size upto 10 ft ht width and length as per armature and design selected with specialised Artist worked into three dimensional art objects. The designs amy be embodied in freestanding objects, in reliefs on surfaces, or in environments ranging from tableaux to contexts that envelop the spectator. An enormous variety of media may be used including clay, wax, stone, metal, fabric, glass, wood, GRC plaster, rubber of NIPPON ESS EMM chemical brand which are sustainable and workable. Materials may be carved, modeled, molded, cast, wrought, welded, sewn, assembled, or specific shaped and combined with Artistic Autocoat coating of 1 Coat and fter Deco, Oil Paint, Water Based paint used to make aesthetic look paint on sculpture, UV Resistant coating with detailed art Completed Job. Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Statues/Sculptures Development at Tolichowki Junction (Under Flyover)

Earthwork in 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 material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH in Ordinary soils by Manual means Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Statues/Sculptures Development at Tolichowki Junction (Under Flyover)

Providing P.C.C grade M 15 (Design Mix) MORTH 12.8 A concrete in open foundations using 60% of 40 mm,30% of 20mm 10% of 10mm 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 Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Statues/Sculptures Development at Tolichowki Junction (Under Flyover)

Construction of CRS Masonary 1st Sort in Cement Mortor (1:3 ) Prop using hard granite stone Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Statues/Sculptures Development at Tolichowki Junction (Under Flyover)

Providing P.C.C. grade M 20 MORTH 12.8 B using 20 mm Graded Metal in open foundations using 20 mm nominal size Graded Metal 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 Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Statues/Sculptures Development at Tolichowki Junction (Under Flyover)

Cladding to walls with Granite stone tiles 8 mm thick (mirror polished of all shades) using cement compatible bonding agent having acrylic emulsion base set over 12mm thick CM (1:3) base coat and neat grey cement slurry of honey like consistency spread at the rate of 3.3 kg.s per sq.mt including fixing with MS clits with anticorrosive coating hold fasts and using Janatha paste and jointed with white cement paste mixed with pigment of matching shade to match the shade of granite slabs including cost and conveyance of all materials and water to work site, including cost of on all materials and all operational, incidental, and labour charges such as mixing mortar, fixing in position, including lift charges, curing, including cutting the brick masonry walls and redoing the same such that the top surface of tiles is to be flushed with plastered surface etc., complete for finished item of work.(APSS No.701 & 707). Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Statues/Sculptures Development at Tolichowki Junction (Under Flyover)

Artistic painting with Acrylic Exterior or higher grade paint Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Statues/Sculptures Development at Tolichowki Junction (Under Flyover)

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Thermoplastic Paint (BERGER (Sigmark)/ Asian Paint (Apcomark) or equivalent brand - For Lane & Edge marking - 2.5mm thick in 1 layer Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurenances

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Thermoplastic Paint (BERGER (Sigmark)/ Asian Paint (Apcomark) or equivalent brand - For Rumble strips - 7.5mm thick (in 3 layers each of 2.5mm thick) Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurenances

Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(Hi-impact Polystyrene) and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height and width shall not exceed 20 mm and 130 mm with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurenances

Providing and fixing of Hazard marker (300mm X 900mm) sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurenances

Providing and fixing of Obj ect marker(3O0mm equi. Triangle) sign as per IRC :67 made of high intensity grade sheeting fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurenances

Providing and fixing of Cautionary sign/Warning sign (600mm equi. Triangle) sign as per IRC :67 made of high intensity grade sheeting fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurenances

Providing and fixing of Cautionary sign (90Ornrn equi. Triangle) as per IRC :67 made of high intensity grade sheeting fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurenances

Providing and fixing of Mandatory sign (600mm dia. Circular) as per IRC :67 made of high intensity grade sheeting fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurenances

Providing and fixing of Mandatory sign (900mm dia. Circular) as per IRC :67 made of high intensity grade sheeting fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurenances

Providing and fixing of Facility Informatory sign(60OmmX80Omm) as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurenances

Providing and fixing of Junction board (1050 x1500mm) sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurenances

Providing and fixing of Junction board (1500 x1200mm) sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurenances

Providing fixing Median Marker Double Side (Type-XI) Conforming to IRC 67 & 79, Including cost of all materials, epoxy, Machinery, labour, fixing at site for finished item of work. Median Marker made of polycarbonate/ABS for impact resistance and good weatherability. Polycarbonate/ABS used for molding the Median Marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the polycarbonate/ABS should not decrease to less than 70 % of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal / Circular structure of length 15 cm, height and width of 10x10 cm. The Median Marker shall have fluorescent yellow retro-reflective sheeting conforming to type XI specifications as per ASTM D4956 & IRC 67-2012. Area of reflective sheeting should not be less than 70 cm2. Edge of retro-reflective sheeting shall be concealed using a grill/ mesh/ similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and printed in contrasting color on both sides of median marker for distinct identification (even from moving vehicles). Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurenances

Rigid Delineator single side (Type-XI): Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings.Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurenances

Rigid Delineator double side (Type-XI): Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings.Including Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurenances