Junction Improvement works at Tadbun Junction, Danamma Huts Junctions, and Shastripuram 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 Laying of CC Road Junction Improvement at Tadbun Junction

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading , transporting to embankment site with all lifts and lead beyond 100 m & upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 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 Laying of CC Road Junction Improvement at Tadbun Junction

Excavation in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH , by Machanical means , Thrust Blocks and Man Holes 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 Laying of CC Road Junction Improvement at Tadbun Junction

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 Laying of CC Road Junction Improvement at Tadbun 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 Laying of CC Road Junction Improvement at Tadbun Junction

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 Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge For Laying of CC Road Junction Improvement at Tadbun 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 Laying of CC Road Junction Improvement at Tadbun 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 Laying of CC Road Junction Improvement at Tadbun 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 hire and operational charges of machinery, etc complete. For Laying of CC Road Junction Improvement at Tadbun Junction

Saw Cut Groove cutting in set concrete upto a depth of 50.0mm complete including all miscellaneous chargesincluding Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For Laying of CC Road Junction Improvement at Tadbun Junction

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. For Laying of CC Road Junction Improvement at Tadbun Junction

Cutting open 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. For Construction of Central Median & Traffic Islands Junction Improvement at Tadbun Junction

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading , transporting to embankment site with all lifts and lead beyond 100 m & upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 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 Construction of Central Median & Traffic Islands Junction Improvement at Tadbun 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 overheads complete for finished item of work and as directed by engineer in chargeFor Construction of Central Median & Traffic Islands Junction Improvement at Tadbun 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 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 contractors profit and overheads complete for finished item of work and as directed by engineer in charge For Construction of Central Median & Traffic Islands Junction Improvement at Tadbun 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 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 contractors profit and overheads complete for finished item of work and as directed by engineer in charge For Construction of Central Median & Traffic Islands Junction Improvement at Tadbun 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 TMT reinforcement in sub-structure complete as per drawing and Technical Specifications For Construction of Central Median & Traffic Islands Junction Improvement at Tadbun 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 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 as directed by the Engineer-in-charge. For Construction of Central Median & Traffic Islands Junction Improvement at Tadbun Junction

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,. Complete as per IS 2062-2011 E 250 BR. For Construction of Central Median & Traffic Islands Junction Improvement at Tadbun Junction

Supply and application of two coats of Supply of ready mixed Synthetic Enamel paintsin all shades Grade - I (IS - 13213) having VOC (Volatile Organic Compound ) content less than 30 grams/Lit. to internal kerb, pipe railing, crash barrier of approved brand and shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost and conveyance of all materials to site, sales & other taxesexcept GST, incidental, operational and all labour charges, scaffolding charges, overheads & contractors profit, etc., complete for finished item of work and as directed by Engineer-In-charge. For Construction of Central Median & Traffic Islands Junction Improvement at Tadbun 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 including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials For Construction of Central Median & Traffic Islands Junction Improvement at Tadbun Junction

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.For Construction of Central Median & Traffic Islands Junction Improvement at Tadbun Junction

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 as directed by the Engineer-in-Charge including contractors profit and overheads complete for finished item of work and as directed by engineer in charge. FoR Construction of Footpath Junction Improvement at Tadbun 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 Construction of Footpath Junction Improvement at Tadbun 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 including contractors profit and overhead charges but excluding seinorage charges all complete as per clause 408 MORTH, complete for finished item of work and as directed by the Engineer-in-charge as per MorTH 408 /8.2 B FoR Construction of Footpath Junction Improvement at Tadbun 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 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 as directed by the Engineer-in-charge. FoR Construction of Footpath Junction Improvement at Tadbun 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 including cost of all materials like cement, sand water and tiles etc., complete, for finished item of work, FoR Construction of Footpath Junction Improvement at Tadbun 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. FoR Construction of Footpath Junction Improvement at Tadbun Junction

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 FoR Construction of Footpath Junction Improvement at Tadbun Junction

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 cost and convenience of all material and labour charges etc. as directed by the Engineer-in-charge. For Providing Sculptures and Paintung for Pillars of Flyover Junction Improvement at Tadbun Junction

Supplying and fixing of Structural steel including the fabrication and labour charges etc., complete as per standard specifications For Providing Sculptures and Paintung for Pillars of Flyover Junction Improvement at Tadbun Junction

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 For Providing Sculptures and Paintung for Pillars of Flyover Junction Improvement at Tadbun Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Providing Sculptures and Paintung for Pillars of Flyover Junction Improvement at Tadbun Junction

Construction of CRS Masonary 1st Sort in Cement Mortor (1:6 ) Prop using hard granite stone including cost & Conveyance of all materials like Cement, Sand , Water, Granite Stones, including Seigniorage Charges on all Materials, ,labour charges for cutting Stones to required size and shape, mixing of Cement Mortor, Construction, Scaffolding Charges curing etc., complete For Providing Sculptures and Paintung for Pillars of Flyover Junction Improvement at Tadbun Junction

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. For Providing Sculptures and Paintung for Pillars of Flyover Junction Improvement at Tadbun Junction

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) For Providing Sculptures and Paintung for Pillars of Flyover Junction Improvement at Tadbun Junction

Artistic painting with Acrylic Exterior or higher grade paint including cost, conveyance of all material to the work site, and all operational, incidental, labour charges, Hire charges forscaffolding with required materials as per the site condition, etc complete forfinished item of work as per the design approved by theEngineer-in-Charge For Providing Sculptures and Paintung for Pillars of Flyover Junction Improvement at Tadbun Junction

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. complete for finished item of work excluding dewatering charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechcanical Means-Upto 3 m depth For Laying of UGD Junction Improvement at Tadbun Junction

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 all operational incidental, labour charges hire charges and T & O Complete for finished item APSS 309 &310) and as directed by Engineer-in charge For Laying of UGD Junction Improvement at Tadbun Junction

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,contractor's profit and overhead charges but excluding Seignorage Chrages etc., complete for finished item of work and as directed by the Engineer-in-charge. 600 dia For Laying of UGD Junction Improvement at Tadbun Junction

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 including cost and conveyonce of water to work site and all operational ,incidental,labour charges,hire charges of T&P .,Complete for finished item of work and as directed by the Engineer-in-charge.(APSS No.309&310) For Laying of UGD Junction Improvement at Tadbun Junction

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. complete for finished item of work excluding dewatering charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechcanical Means-Upto 3 m depth For Laying of UGD Junction Improvement at Tadbun Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Laying of UGD Junction Improvement at Tadbun Junction

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 including all operational, incidental and labour charges, such as weigh batching, machine mixing, laying concrete, curing, contractor profit and overhead charges etc., including pumping, lead and lift charges, centering, shuttering, laying concrete, vibrating, curing etc for finished item of work (APSS No. 402) but excluding Seignorage charges, cost of steel and its fabrication charges, GSTas applicable. complete for finished items of work and as directed by Engineer in Charge . For Laying of UGD Junction Improvement at Tadbun Junction

Providing, fabricating and placing in position reinforcement steel for RCC,below 36mm dia rods overlaps and wastages wherever required, tying with 1.25 mm diameter soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 1 km and all lifts. Item no-IRR-DAW-2-1, Sl no-16, Pg no-2 complete with all leads & lifts. including Contractors profit and Overhead charges and as directed by Engineers-in-charge For Laying of UGD Junction Improvement at Tadbun Junction

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 including cost and conveyonce of water to work site and all operational ,incidental,labour charges,hire charges of T&P .,Complete for finished item of work and as directed by the Engineer-in-charge.(APSS No.309&310) For Laying of UGD Junction Improvement at Tadbun Junction

Manufacture as per company’s standard specification supply and delivery of encapsulated CI steps for man holes anywhere in T.G. including cost of materials packing as per company’s standards, loading, transportation, unloading and stacking at site of work etc, complete but excluding taxes and others etc., as applicable For Laying of UGD Junction Improvement at Tadbun Junction

Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of manhole covers and frames with ISI marking anywhere in T.G., F.O.R. destination including, loading, un-loading & stacking at site but excluding all taxes, as applicable. I.S.I Mark Manhole Cover 24x24 HD 20 For Laying of UGD Junction Improvement at Tadbun Junction

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. For Laying of UGD Junction Improvement at Tadbun Junction

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 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 Lane & Edge marking - 2.5mm thick in 1 layer For Traffic sign, Marking & Other Appurtenances Junction Improvement at Tadbun Junction

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 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 Rumble strips - 7.5mm thick (in 3 layers each of 2.5mm thick)For Traffic sign, Marking & Other Appurtenances Junction Improvement at Tadbun Junction

RPM(Twin Moulded Shanks) : 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 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 Traffic sign, Marking & Other Appurtenances Junction Improvement at Tadbun Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Traffic sign, Marking & Other Appurtenances Junction Improvement at Tadbun Junction

Providing and fixing of Object marker(300mm equi. Triangle) 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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances Junction Improvement at Tadbun Junction

Providing and fixing of Cautionary sign/Warning sign (600mm equi. Triangle) 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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Traffic sign, Marking & Other Appurtenances Junction Improvement at Tadbun Junction

Providing and fixing of Cautionary sign (90Ornrn equi. Triangle) 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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances Junction Improvement at Tadbun Junction

Providing and fixing of Mandatory sign (600mm dia. Circular) 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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances Junction Improvement at Tadbun Junction

Providing and fixing of Mandatory sign (900mm dia. Circular) 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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances Junction Improvement at Tadbun Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances Junction Improvement at Tadbun Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances Junction Improvement at Tadbun Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances Junction Improvement at Tadbun Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances Junction Improvement at Tadbun Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances Junction Improvement at Tadbun Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances Junction Improvement at Tadbun 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 Laying of CC Road Junction Improvement at Danamma Huts Junction

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading , transporting to embankment site with all lifts and lead beyond 100 m & upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 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 Laying of CC Road Junction Improvement at Danamma Huts Junction

Excavation in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH , by Machanical means , Thrust Blocks and Man Holes 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 Laying of CC Road Junction Improvement at Danamma Huts Junction

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 Laying of CC Road Junction Improvement at Danamma Huts 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 Laying of CC Road Junction Improvement at Danamma Huts Junction

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 Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge For Laying of CC Road Junction Improvement at Danamma Huts 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 Laying of CC Road Junction Improvement at Danamma Huts 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 Laying of CC Road Junction Improvement at Danamma Huts 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 hire and operational charges of machinery, etc complete.For Laying of CC Road Junction Improvement at Danamma Huts Junction

Saw Cut Groove cutting in set concrete upto a depth of 50.0mm complete including all miscellaneous chargesincluding Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For Laying of CC Road Junction Improvement at Danamma Huts Junction

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. For Laying of CC Road Junction Improvement at Danamma Huts Junction

Cutting open 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. For Construction of Central Median & Traffic Islands Junction Improvement at Danamma Huts Junction

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading , transporting to embankment site with all lifts and lead beyond 100 m & upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 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 Construction of Central Median & Traffic Islands Junction Improvement at Danamma Huts 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 overheads complete for finished item of work and as directed by engineer in charge For Construction of Central Median & Traffic Islands Junction Improvement at Danamma Huts 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 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 contractors profit and overheads complete for finished item of work and as directed by engineer in charge For Construction of Central Median & Traffic Islands Junction Improvement at Danamma Huts 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 For Construction of Central Median & Traffic Islands Junction Improvement at Danamma Huts 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 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 as directed by the Engineer-in-charge.For Construction of Central Median & Traffic Islands Junction Improvement at Danamma Huts Junction

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,. Complete as per IS 2062-2011 E 250 BR.For Construction of Central Median & Traffic Islands Junction Improvement at Danamma Huts Junction

Supply and application of two coats of Supply of ready mixed Synthetic Enamel paintsin 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 cost and conveyance of all materials to site, sales & other taxesexcept GST, incidental, operational and all labour charges, scaffolding charges, overheads & contractors profit, etc., complete for finished item of work and as directed by Engineer-In-charge. For Construction of Central Median & Traffic Islands Junction Improvement at Danamma Huts 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 including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials For Construction of Central Median & Traffic Islands Junction Improvement at Danamma Huts Junction

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.For Construction of Central Median & Traffic Islands Junction Improvement at Danamma Huts Junction

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 as directed by the Engineer-in-Charge including contractors profit and overheads complete for finished item of work and as directed by engineer in charge. For Construction of Footpath Junction Improvement at Danamma Huts 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 Construction of Footpath Junction Improvement at Danamma Huts 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 including contractors profit and overhead charges but excluding seinorage charges all complete as per clause 408 MORTH, complete for finished item of work and as directed by the Engineer-in-charge as per MorTH 408 /8.2 B For Construction of Footpath Junction Improvement at Danamma Huts 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 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 as directed by the Engineer-in-charge. For Construction of Footpath Junction Improvement at Danamma Huts 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 including cost of all materials like cement, sand water and tiles etc., complete, for finished item of work, For Construction of Footpath Junction Improvement at Danamma Huts 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. For Construction of Footpath Junction Improvement at Danamma Huts Junction

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. For Construction of Footpath Junction Improvement at Danamma Huts Junction

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 cost and convenience of all material and labour charges etc. as directed by the Engineer-in-charge. For Providing Sculptures and Paintung for Pillars of Flyover Junction Improvement at Danamma Huts Junction

Supplying and fixing of Structural steel including the fabrication and labour charges etc., complete as per standard specifications For Providing Sculptures and Paintung for Pillars of Flyover Junction Improvement at Danamma Huts Junction

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 For Providing Sculptures and Paintung for Pillars of Flyover Junction Improvement at Danamma Huts Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Providing Sculptures and Paintung for Pillars of Flyover Junction Improvement at Danamma Huts Junction

Construction of CRS Masonary 1st Sort in Cement Mortor (1:6 ) Prop using hard granite stone including cost & Conveyance of all materials like Cement, Sand , Water, Granite Stones, including Seigniorage Charges on all Materials, ,labour charges for cutting Stones to required size and shape, mixing of Cement Mortor, Construction, Scaffolding Charges curing 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 Providing Sculptures and Paintung for Pillars of Flyover Junction Improvement at Danamma Huts Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Providing Sculptures and Paintung for Pillars of Flyover Junction Improvement at Danamma Huts Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Providing Sculptures and Paintung for Pillars of Flyover Junction Improvement at Danamma Huts Junction

Artistic painting with Acrylic Exterior or higher grade paint including cost, conveyance of all material to the work site, and all operational, incidental, labour charges, Hire charges forscaffolding with required materials as per the site condition, etc complete forfinished item of work as per the design approved by theEngineer-in-Charge .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 Providing Sculptures and Paintung for Pillars of Flyover Junction Improvement at Danamma Huts Junction

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 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 Lane & Edge marking - 2.5mm thick in 1 layer For Traffic sign, Marking & Other Appurtenances Junction Improvement at Danamma Huts Junction

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 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 Rumble strips - 7.5mm thick (in 3 layers each of 2.5mm thick) For Traffic sign, Marking & Other Appurtenances Junction Improvement at Danamma Huts Junction

RPM(Twin Moulded Shanks) : 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 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 Traffic sign, Marking & Other Appurtenances Junction Improvement at Danamma Huts Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Traffic sign, Marking & Other Appurtenances Junction Improvement at Danamma Huts Junction

Providing and fixing of Object marker(300mm equi. Triangle) 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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances Junction Improvement at Danamma Huts Junction

Providing and fixing of Cautionary sign/Warning sign (600mm equi. Triangle) 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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Traffic sign, Marking & Other Appurtenances Junction Improvement at Danamma Huts Junction

Providing and fixing of Cautionary sign (90Ornrn equi. Triangle) 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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-chargeFor Traffic sign, Marking & Other Appurtenances Junction Improvement at Danamma Huts Junction

Providing and fixing of Mandatory sign (600mm dia. Circular) 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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances Junction Improvement at Danamma Huts Junction

Providing and fixing of Mandatory sign (900mm dia. Circular) 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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances Junction Improvement at Danamma Huts Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances Junction Improvement at Danamma Huts Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances Junction Improvement at Danamma Huts Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances Junction Improvement at Danamma Huts Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances Junction Improvement at Danamma Huts Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances Junction Improvement at Danamma Huts Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances Junction Improvement at Danamma Huts 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 Laying of CC Road Junction Improvement at Shastripuram Junction

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading , transporting to embankment site with all lifts and lead beyond 100 m & upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 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 Laying of CC Road Junction Improvement at Shastripuram Junction

Excavation in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH , by Machanical means , Thrust Blocks and Man Holes 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 Laying of CC Road Junction Improvement at Shastripuram Junction

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 Laying of CC Road Junction Improvement at Shastripuram 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 Laying of CC Road Junction Improvement at Shastripuram Junction

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 Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge For Laying of CC Road Junction Improvement at Shastripuram 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 Laying of CC Road Junction Improvement at Shastripuram 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 Laying of CC Road Junction Improvement at Shastripuram 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 hire and operational charges of machinery, etc complete. For Laying of CC Road Junction Improvement at Shastripuram Junction

Saw Cut Groove cutting in set concrete upto a depth of 50.0mm complete including all miscellaneous chargesincluding Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For Laying of CC Road Junction Improvement at Shastripuram Junction

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. For Laying of CC Road Junction Improvement at Shastripuram Junction

Cutting open 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. For Construction of Central Median & Traffic Islands Junction Improvement at Shastripuram Junction

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading , transporting to embankment site with all lifts and lead beyond 100 m & upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 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 Construction of Central Median & Traffic Islands Junction Improvement at Shastripuram 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 overheads complete for finished item of work and as directed by engineer in charge For Construction of Central Median & Traffic Islands Junction Improvement at Shastripuram 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 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 contractors profit and overheads complete for finished item of work and as directed by engineer in charge For Construction of Central Median & Traffic Islands at Junction Improvement at Shastripuram 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 For Construction of Central Median & Traffic Islands Junction Improvement at Shastripuram 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 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 as directed by the Engineer-in-charge. For Construction of Central Median & Traffic Islands Junction Improvement at Shastripuram Junction

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,. Complete as per IS 2062-2011 E 250 BR. For Construction of Central Median & Traffic Islands at Junction Improvement at Shastripuram Junction

Supply and application of two coats of Supply of ready mixed Synthetic Enamel paintsin 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 cost and conveyance of all materials to site, sales & other taxesexcept GST, incidental, operational and all labour charges, scaffolding charges, overheads & contractors profit, etc., complete for finished item of work and as directed by Engineer-In-charge. For Construction of Central Median & Traffic Islands Junction Improvement at Shastripuram 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 including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials For Construction of Central Median & Traffic Islands Junction Improvement at Shastripuram Junction

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.For Construction of Central Median & Traffic Islands Junction Improvement at Shastripuram Junction

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 as directed by the Engineer-in-Charge including contractors profit and overheads complete for finished item of work and as directed by engineer in charge. For Construction of Footpath Junction Improvement at Shastripuram 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 Construction of Footpath Junction Improvement at Shastripuram 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 including contractors profit and overhead charges but excluding seinorage charges all complete as per clause 408 MORTH, complete for finished item of work and as directed by the Engineer-in-charge as per MorTH 408 /8.2 B For Construction of Footpath Junction Improvement at Shastripuram 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 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 as directed by the Engineer-in-chargeFor Construction of Footpath Junction Improvement at Shastripuram 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 including cost of all materials like cement, sand water and tiles etc., complete, for finished item of work, For Construction of Footpath Junction Improvement at Shastripuram 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. For Construction of Footpath Junction Improvement at Shastripuram Junction

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.For Construction of Footpath Junction Improvement at Shastripuram Junction

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 cost and convenience of all material and labour charges etc. as directed by the Engineer-in-charge.For Providing Sculptures and Paintung for Pillars of Flyover Junction Improvement at Shastripuram Junction

Supplying and fixing of Structural steel including the fabrication and labour charges etc., complete as per standard specifications For Providing Sculptures and Paintung for Pillars of Flyover Junction Improvement at Shastripuram Junction

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 For Providing Sculptures and Paintung for Pillars of Flyover Junction Improvement at Shastripuram Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Providing Sculptures and Paintung for Pillars of Flyover Junction Improvement at Shastripuram Junction

Construction of CRS Masonary 1st Sort in Cement Mortor (1:6 ) Prop using hard granite stone including cost & Conveyance of all materials like Cement, Sand , Water, Granite Stones, including Seigniorage Charges on all Materials, ,labour charges for cutting Stones to required size and shape, mixing of Cement Mortor, Construction, Scaffolding Charges curing etc., complete For Providing Sculptures and Paintung for Pillars of Flyover Junction Improvement at Shastripuram Junction

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. For Providing Sculptures and Paintung for Pillars of Flyover Junction Improvement at Shastripuram Junction

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) For Providing Sculptures and Paintung for Pillars of Flyover Junction Improvement at Shastripuram Junction

Artistic painting with Acrylic Exterior or higher grade paint including cost, conveyance of all material to the work site, and all operational, incidental, labour charges, Hire charges forscaffolding with required materials as per the site condition, etc complete forfinished item of work as per the design approved by theEngineer-in-Charge For Providing Sculptures and Paintung for Pillars of Flyover Junction Improvement at Shastripuram Junction

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. complete for finished item of work excluding dewatering charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechcanical Means-Upto 3 m depth Construction of RCC Box Drain For Construction of RCC Box Drain Junction Improvement at Shastripuram Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of RCC Box Drain Junction Improvement at Shastripuram Junction

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 including all operational, incidental and labour charges, such as weigh batching, machine mixing, laying concrete, curing, contractor profit and overhead charges etc., including pumping, lead and lift charges, centering, shuttering, laying concrete, vibrating, curing etc for finished item of work (APSS No. 402) but excluding Seignorage charges, cost of steel and its fabrication charges, GSTas applicable. complete for finished items of work and as directed by Engineer in Charge. For Construction of RCC Box Drain Junction Improvement at Shastripuram Junction

Providing, fabricating and placing in position reinforcement steel for RCC,below 36mm dia rods overlaps and wastages wherever required, tying with 1.25 mm diameter soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 1 km and all lifts. Item no-IRR-DAW-2-1, Sl no-16, Pg no-2 complete with all leads & lifts. including Contractors profit and Overhead charges and as directed by Engineers-in-charge For Construction of RCC Box Drain Junction Improvement at Shastripuram Junction

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 including cost and conveyonce of water to work site and all operational ,incidental,labour charges,hire charges of T&P .,Complete for finished item of work and as directed by the Engineer-in-charge.(APSS No.309&310) For Construction of RCC Box Drain Junction Improvement at Shastripuram Junction.

Supplying and fixing of Structural steel including the fabrication and labour charges etc., complete as per standard specificationsncluding cost and conveyonce of water to work site and all operational ,incidental,labour charges,hire charges of T&P .,Complete for finished item of work and as directed by the Engineer-in-charge For Construction of RCC Box Drain Junction Improvement at Shastripuram Junction.

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. For Construction of RCC Box Drain Junction Improvement at Shastripuram Junction

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 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 Lane & Edge marking - 2.5mm thick in 1 layer For Traffic sign, Marking & Other Appurtenances Junction Improvement at Shastripuram Junction

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 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 Rumble strips - 7.5mm thick (in 3 layers each of 2.5mm thick) For Traffic sign, Marking & Other Appurtenances Junction Improvement at Shastripuram Junction

RPM(Twin Moulded Shanks) : 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 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 Traffic sign, Marking & Other Appurtenances Junction Improvement at Shastripuram Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Traffic sign, Marking & Other Appurtenances Junction Improvement at Shastripuram Junction

Providing and fixing of Object marker(300mm equi. Triangle) 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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances Junction Improvement at Shastripuram Junction

Providing and fixing of Cautionary sign/Warning sign (600mm equi. Triangle) 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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Traffic sign, Marking & Other Appurtenances

Providing and fixing of Cautionary sign (90Ornrn equi. Triangle) 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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances Junction Improvement at Shastripuram Junction

Providing and fixing of Mandatory sign (600mm dia. Circular) 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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances Junction Improvement at Shastripuram Junction

Providing and fixing of Mandatory sign (900mm dia. Circular) 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 Contractors profit and 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 Appurtenances Junction Improvement at Shastripuram Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances Junction Improvement at Shastripuram Junction

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 Contractors profit and 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 Appurtenances Junction Improvement at Shastripuram Junction

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 Contractors profit and 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 Appurtenances Junction Improvement at Shastripuram Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances

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 Contractors profit and 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 Appurtenances Junction Improvement at Shastripuram Junction

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 Contractors profit and 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 Appurtenances Junction Improvement at Shastripuram Junction

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. complete for finished item of work excluding dewatering charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechcanical Means-Upto 3 m depth For Laying of 900mm dia RCC Pipe Junction Improvement at Shastripuram Junction

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 all operational incidental, labour charges hire charges and T & O Complete for finished item APSS 309 &310) and as directed by Engineer-in charge For Laying of 900mm dia RCC Pipe Junction Improvement at Shastripuram Junction

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,contractor's profit and overhead charges but excluding Seignorage Chrages etc., complete for finished item of work and as directed by the Engineer-in-charge. 900 dia For Laying of 900mm dia RCC Pipe Junction Improvement at Shastripuram Junction

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 including cost and conveyonce of water to work site and all operational ,incidental,labour charges,hire charges of T&P .,Complete for finished item of work and as directed by the Engineer-in-charge.(APSS No.309&310) For Laying of 900mm dia RCC Pipe Junction Improvement at Shastripuram Junction

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. complete for finished item of work excluding dewatering charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechcanical Means-Upto 3 m depth For Laying of 900mm dia RCC Pipe Junction Improvement at Shastripuram Junction

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 Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Laying of 900mm dia RCC Pipe Junction Improvement at Shastripuram Junction

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 including all operational, incidental and labour charges, such as weigh batching, machine mixing, laying concrete, curing, contractor profit and overhead charges etc., including pumping, lead and lift charges, centering, shuttering, laying concrete, vibrating, curing etc for finished item of work (APSS No. 402) but excluding Seignorage charges, cost of steel and its fabrication charges, GSTas applicable. complete for finished items of work and as directed by Engineer in Charge. For Laying of 900mm dia RCC Pipe Junction Improvement at Shastripuram Junction

Providing, fabricating and placing in position reinforcement steel for RCC,below 36mm dia rods overlaps and wastages wherever required, tying with 1.25 mm diameter soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 1 km and all lifts. Item no-IRR-DAW-2-1, Sl no-16, Pg no-2 complete with all leads & lifts. including Contractors profit and Overhead charges and as directed by Engineers-in-charge For Laying of 900mm dia RCC Pipe Junction Improvement at Shastripuram Junction

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 including cost and conveyonce of water to work site and all operational ,incidental,labour charges,hire charges of T&P .,Complete for finished item of work and as directed by the Engineer-in-charge.(APSS No.309&310)

Manufacture as per company’s standard specification supply and delivery of encapsulated CI steps for man holes anywhere in T.G. including cost of materials packing as per company’s standards, loading, transportation, unloading and stacking at site of work etc, complete but excluding taxes and others etc., as applicable.For Laying of 900mm dia RCC Pipe Junction Improvement at Shastripuram Junction

Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of manhole covers and frames with ISI marking anywhere in T.G., F.O.R. destination including, loading, un-loading & stacking at site but excluding all taxes, as applicable. I.S.I Mark Manhole Cover 24x24 HD 20 For Laying of 900mm dia RCC Pipe Junction Improvement at Shastripuram Junction

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.For Laying of 900mm dia RCC Pipe Junction Improvement at Shastripuram Junction