Urban Development Authority Tender

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

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.

1.9 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

4.5.1 - Fabrication,Supplying,Erection,Testing and Commissioning of. ms longPolygon high mast with Single/Multiple telescopic sectionshaving,(minimum overlapdistanceof1.5 timesof top section) thickness as per BSEN10025grades 355JO/ASTMA572-50 steel sheet plate for shaft suitable to withstand wind velocity of 47m/s as per IS875 part 3 (as per GA Drawing).Baseplate as per IS2062/ASTMA572 50.Themastshallbe Galvanizedinsingle Hotdip as per BSENISO1461/ASTMA123 with an average 70microns as per IS 2629,and welded as per BS5135 Single L Seam joint The mast shall have 2 Way head frame with diecas tLM-6pulleys, stainless steel axle,Phosphorus Bronze bearing bush press-fitted with separate guides for 2runs of 5mm dia, stainless steel wire rope of AISI304 grade7/19-core, (Factor of Safety as per TR no-7). 2.5mm 2EPR insulated PCP sheathed trailing power cable housedinside the bottom shaft of mast with door having locking arrangement The mast shall have manual/ powertool (Suitable reversible geared motor operating on 230/415V,50Hz, shall be provide above15Mtrmast) The mast shall have lantern of 2segments, suitable dia with maxload carrying capacity as per IS 1239. Themast shall be erected on existing RCCfooting.The mast shall be supplied with 3 mm thick template, lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover andGLS type aviation twin lA fitting with wiring complete. (excluding foundation) as per technical data-12 m/12.5 m - Top 100 mm and Bottom 310 mm dia

11.8.8 - Supply of LED Streetlight with pressure die cast aluminum housing body with optimal heat sink for better thermal dissipition. Diffuser wiyh injection moulded & is made of polycarbonate material with high transmmission index, delivering superriour light out put, Rated life burning hrs. 50000hr. Lumen mantaince of 70. CCT 5500K,IP66 optical and electrical compartment & impact resistence of complete luminaire IK. Power factor 0.9 with mains current should not be greator than 0.1A to 0.7A & surge protuction -mini 4KV alongwith ower voltage/overload, short circuit/miswiring protection. compatible for pole mounting with outer dia of 40mm to 50mm. universal voltage driverto operate wide voltage range from 100V to 270V 50/60Hz application. over load & short circuit protection ensure reliable operation in spite of problem in output side. complaince to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL. approved MCPCB. top acccess street light with single screw to ensure ease of maintaince at sight site location with minimized minimal tools. LED light fixture with.w system power consumption. LED Efficiency 130lm at 1W & fixture efficiency 80lm/w wiyh niminal CRI 75. housingwith supplier word mark /name shall be engraved / Embossing on die cast housing / body part. Luminaire manufacture should have in-house facility accredited by NABL/CPRI any Government certfied agency design development facility certifed by ISO 9001:2008. warranty of five years against any manufacturing defect working under standard electrical conditions asd mantioned above should be given by LED manufacturer Cree/Nichia/ Lumileds/Osram make LED Source-LED Streetlight 200 W

5.14.4 - 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.-50A

5.15.2 - Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing 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 perIS/IEC60947-2.(Icu=100%lcs). In 4P MCCB, 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 beprovided 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

5.14.4 - 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.-50 A

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.

5.39 - Supplying, fixing and wiring Automatic powe factor controller fully static units controlled by 14 stage microprocessor operation, relays LED display self programming function for power stges and operating logic checking facility for healthy and efficient of each individual capacit5or bank measurement ofnetwork harmonics with indication whenlimit values are exceeded, C omprehensive displays withlarge, three place LED display Long term memory for settings, protection for over volrage, poer factor correction fault and no voltage to connect / disconnect banks with automatic recognition or with standard programs.

5.44.4 - Supply and Installation / fixing / provision of outdoor type Thermoplastic moduler panel enclosure with transparent polycarbonate lid, shook proof IP65 ( weather proof ), rust proof, dust proof, water proof, corrosion proof having internally Embedded gasket on boath lid and flap suitble to fix single phase / three phase Energy meter in suitable base plate and having a pravision for fuse /MCB cutout with suitble transprent hinged flap opening for operation MCB along with complete tamper proof SEALING facility-600 mm x 600 mm x 170 mm.

5.48 - Supplying and fixing Microprocesser Based Astronomical timer switch with using necessary bolts, nuts and washers.

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

12.57 - Supplying fixing and wiring earth electrode for grounding of lifts, transformers DG sets etc.using 40mm dia 2.9 mm thick 2.5m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode.The funnel should be enclosed in a CC chamber of 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber.The connection from the electrode is to be established through GI strip using GI bolts and nuts.

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

6.10.1 - supplying and fixing L.T. cast iron pot heads suitbles for 1.1 K.V class UG cable filled with necessry bitumen / insulating compound complete with terminals, clamps, bolts, nuts and washer etc.,

1.1 - Electrification and service wire and deposit charges

10.16 - Removing & Resetting existing Heavy Duty Cobble/Interlocking stones /Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications.(The cost of new paver/stones required shall be added separately)

10.17 - Removing and resetting of precast kerb stones fixed with CM 1:3 fixed and finished in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra

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.

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)

8.1B - Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M15 grade foundation 150 mm 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 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

13.6.3 - Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of Engineer in chrge of work and latest ammendments etc complete-12STG

13.22.2 - Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. 1x3x2.5 Sqm

13.43.1 - Supply and delivery at site brand new best make starter/ control panel suitable for following HP centrifugal pump confirming with ISI mark and its latest amendments.Upto 7.5 HP centrifugal pump

13.34 - Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour tools and equipments including providing cement concrete foundation bed etc., complete as per specification,with testing of as per instructions of engineer incharge of work.

13.25 - Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection,electrification and commissioning of the same at the location of respective pump sets.

13.26 - Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box.

13.36 - Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit.

13.39 - Earthing: Providing and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia

1.17.1 - Earthwork excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width ) trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.

11.1.3 - Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete. Light Duty GI pipe of 25mm dia

1.10 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications

11.6.5 - Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any For 40 mm dia GI collar:

11.7.2 - Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II,1991 with latest amendments if any for 20mm dia GI Elbow

11.7.2 - Providing GM gland cocks tested against hydraulic pressure of 20 Kg/ m² with ISI mark For 20 mm dia GM gland cocks

11.9.5 - Supply and delivery at site wrought middle steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any -For 40 mm GI tee

11.15.2 - Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark For 20 mm dia GM (Copper alloy) Gate valves

1.1 - Gescom Deposit Charges.

1.2 - Royal Palm Plants

8.1B - Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 15 grade foundation 150 mm 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

1.3 - Cast Iron Powder Coating Garden Bench