Urban Development Authority Tender

2.1.1 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts,cost of all materials of quality, labour, Usage charges of machinery,curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates

2.12 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Supplying, fitting and placing Mild Steel Reinforcement complete as per drawing and technical specification.

4.2.7 - Fabricating, supplying and erection of . ms long hot dip Galvanized Octagonal hot dip Pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/s for .m Pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom . mm , top. mm with 3 mm thick, suitable base plate and 4Nos of .long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc.,(excluding foundation) as per drawing appended.9 m - Top 70 mm and Bottom 155 mm dia

4.6.3 - Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete. a)Double Arm Bracket with 2000mm Standard 40/50MM dia

11.8.5 - Supply of LED Streetlight luminaire with pressure die cast aluminum housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare Diffuser with Injection moulded polycarbonate materail,delivering superior light output. Rated life Burning Hrs 50000 hr Lumen Maintenance of 70%. maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminare IK08. Power Factor 0.9 with mains Current should not be greater than 0.1A to 0.7A & Surge Protection- Min 4KV along with Over voltage/Overload, short circuit/ miswiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Over load & Short circuit protection ensures reliable operation in spite of problem in output side. Compliance to IS 10322/IEC 60598, LM 79 LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with 120 W System Power consumption. LED Efficiency130lm/w at 1W & Fixture Efficiency 80lm/w with nominal CRI 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI any Government certified agency Design Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED source manufacture. Cree/Nichia/lumileds/osram make LED source.LED Streetlight 120 W

5.14.3 - Supply and fixing of 4 pole power contactor with NO/NC contacts on existing wood panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS -13947. 40 A

1.15.2 - Supplying and fixing Moulded Case Circuit Breaker(MCCB)over theexisting wood/panel board using necessary screws, bolts, nuts, necessary phase separators,handle and wiring complete.Protection of Overload and Short circuit with adjustable thermal magnetic release,Microprocessor release shall have Earth Fault as per IS/IEC60947-2. (Icu=100%lcs). In4PMCCB, all Poles should have protection for Short-Cicrcuit/OverLoad. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB.MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism 125 A 25 kA

5.41.2 - Supplying and Fixing angle iron frame size 50mm x 50mm x 6mm work fabricated out of MS Angle Iron and MS flat with bolts washer etc., and painted with two coats of red-oxide and then two coats approved paint.

2.5.9 - Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper withlow conductor confirming to IS 8130 1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990 4C x 2.5 mm2

5.47 - Supplying and fixing Microprocessor based Electronic timer (without contactor,DinMountingusingnecessarybolts,nutsandwashersetc.,.)3120sec setting.

5.42.1 - Fabricating supplying and mounting MS box made out .SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover,equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete-14 SWG

5.18.1 - Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicatorON/OFF,energycross-3 with Short circuitbreaking capacityof10Kandcomplete wiringas requiredconfirmingtoIEC 60898. 6-32 A SP

6.4.1 - supplying of 1.1 kv , LT UG, cable having alluminium conductor PVC insulted, extruded inner sheated, galvanised , steel strip ( except 2cX 10 sq. mm wire armoured) conferming to IS-3975: 1990(No of strip indicated in GTP) & extruded PVC outer sheathed armoured cable with specified IS-1554 part-1:1998 & conferming to GTP of GROUP-A

6.5.1 - Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stone were pipe/on wall/ on pole as required.

6.6.2 - Digging of trench of 0.6m deep x 0.50 m wide refilling the trench to the required ground level and consolidating etc complete as per civil SR KSRB I-2, P-7) insoll ( Hard)

3.1 - Providing M-Sand : Supplying and filling in plinth, foundations / UG cable work with approved M-sand including watering, ramming, consolidating and dressing. The rate includes the cost of material, labour charges, required tools and plants etc., complete. Work shall be carried out as per the instructions of Engineer- in-charge of works as per the standard procedure

1.1.4 - Open conduit system supplying heavy guage PVC conduite pipe 40mm dia 2.5mm thick confirming to IS 2509 with suitalb size bends , junction boxes adhesive paste etc and fixing using inverted wood plugs in case of RCC ceiling and RCc wall / stone structrue or rawl plugs in case of brick wall adn cement plastering the damaged portion using heavy guage saddles at an interval of 700mm using NF screws.

6.17.8 - Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. (PWD Electrical SR 2019-20, P.No.43, I.No.6.17.8)

5.7.3 - Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers etc., complete. 63A.

1.1 - Electrificatin and service wire and deposit charges

19.33.3 - Dismantling and stacking to the appropriate disposal area as per direction of Engineer-in-charge, fencing posts or struts including all earth work and dismantling of concrete etc. in base of:T' or 'L' iron or pipe

2.11.2A - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means By Mechanical means

1.4.1 - Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.

2.1.1 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.

5.4 - Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)

2.10 B - Providing and laying in position Ready Mixed or Batch Mixed concrete from ISO 9001 accredited plants as per IS 10262-2009 mix design procedure for Reinforced Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland cement & GGBS, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer in charge Concrete of M20 grade with Cement & Cementitious Content in 75:25 proportion

2.12 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Supplying, fitting and placing Mild Steel Reinforcement complete as per drawing and technical specification.

2.12 - Providing and constructing load bearing wall with Solid Concrete blocksof size 400x150x200 mm having block density more than 1800 kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications

11.34 A - Providing and fixing M.S. grills of required pattern in frames of windows etc with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. Vol-2, Building SR 2021-22 It.No.11.34A, P.No 85(volume-2, It.No.11.34A, P.No 85 )

8.8 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.

8.25 - Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

8.34.3 - Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works including preparing the surface after thorougly cleaning oil,grease, dirt and foreign matter, cost of materials, labour complete asper specifications and as per directions of Engineer-in-charge (volume-2, item.no:-8.34.3) -FOR GRILLS

8.33.3 - Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.-for grills

1.4.1 - Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work

1.8 - Construction of Embankment by excavating the available approved Gravel /Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.

4.17 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density-Wet Mix Macadam (Plant Mix Method)

6.8.1 - Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification)

8.1 B - Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 15 grade foundation 150mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409-PCC M20 grade for kerb Cast in Situ

8.27 - Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge

8.41 - Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

2.7.1 - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead By Manual Means (a) Lime Concrete, cement concrete grade M-10 and below

1.14.1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out,shoring,strutting,barricading,caution lights,including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work

2.1.3 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates

2.12 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Supplying, fitting and placing Mild Steel Reinforcement complete as per drawing and technical specification.

2.4.2 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

1.2 - Formwork for Centering- Foundation, Sub structure of Cross drainages. FOR PCC

1.3 - Formwork for Centering- Foundation, Sub structure of Cross drainages. FOR RCC

1.4 - Cast Iron Powder Coating Garden Bench, Capacity 3 Seater(Gem Rates)

1.6 - Royal palm tree of height 10 feet