Directorate Of Municipal Administration Tender

code04 - Wet Mix Macadam (Plant Mix Method) 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. (Item No. 4.17/ Page No. 26/Vol.03/Common SR-2023-24)

code05 - Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. (Item No. 5.1 A (i)/ Page No. 31/Vol.03/Common SR-2023-24)

code06 - Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Item No. 5.8 (ii) C/ Page No. 33/Vol.03/Common SR-2023-24)

code07 - Tack coat on Bituminous surface Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (Item No. 5.32/ Page No. 43/Vol.03/Common SR-2023-24)

code08 - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (Item No. 5.31/ Page No. 43/Vol.03/Common SR-2023-24)

code09 - Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. (Item No. 8.15/ Page No. 67/Vol.03/Common SR-2023-24)

code10 - Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body 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 16000 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, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 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 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (Item No. 8.43/ Page No. 74/Vol.03/Common SR-2023-24)

code11 - Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (Item No. 8.10/ Page No. 66/Vol.03/Common SR-2023-24)

code12 - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means 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.(Item No. 1.17.1/ Page No. 10/Vol.01/Common SR-2023-24)

code13 - Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete.e For: 90mm(weight of pipe -1.313 kg) (Item No. 10.14.17/ Page No. 120/Vol.05/Common SR-2023-24)

code14 - Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. complete for:: PVC pipes 25mm (Item No. 10.15.1/ Page No. 121/Vol.05/Common SR-2023-24)

code15 - 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(Item No. 1.10/ Page No. 7/Vol.01/Common SR-2023-24)

code16 - Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. Upto 0.30m depth (Item No. 16.28.1/ Page No. 198/Vol.05/Common SR-2023-24)

code17 - Providing and laying 100mm thick factory made precast M -40 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions more than 10MSA upto 20MSA for Industrial Streets, Bus & Truck parking of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) (Item No. 6.8.3/ Page No. 52/Vol.03/Common SR-2023-24)

code18 - Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) (Item No. 6.8.2/ Page No. 52/Vol.03/Common SR-2023-24)

code19 - Precast Cement Concrete Interlocking Blocks 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) (Item No. 6.8.2/ Page No. 51/Vol.03/Common SR-2023-24)

code20 - Kerb Stones Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) (Item No. 8.42.6/ Page No. 74/Vol.03/Common SR-2023-24)

code21 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications (Item No. 16.32/ Page No. 17/Vol.02/Common SR-2023-24)

code22 - 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 (Item No. 1.14/ Page No. 8/Vol.01/Common SR-2023-24)

code23 - 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 (Item No. 2.1.3/ Page No. 15/Vol.01/Common SR-2023-24)

code24 - 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 (Item No. 2.4.2/ Page No. 16/Vol.01/Common SR-2023-24)

code25 - 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 (Item No. 2.4.2/ Page No. 16/Vol.01/Common SR-2023-24)

code26 - 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. All other type of structures (Item No. 2.11 h/ Page No. 18/Vol.01/Common SR-2023-24)

code27 - Supplying and erection of 75 n trs long decorative pole with decoratividing the internal made over cast iron and cast aluminium support as per IS1998-1161. Pole sham Ms be provided with integral JB arrangement MS pipe shall be used for which includes bakelite sheet, MCall als suitable size connector (without cables) technical specifications of 7.5 Mtrs long andorative cast iron pole with decorative double bracket material: cast iron material user decrembellishments of Grade FG-150. MS Pipes used shall be ISi marked & of B class. As d fo the IS 1998:1161. PRE TREATMENT each and every cast piece is shot blasting to remover all its external dirtanddresi dues etc Painting ans FINISHING: CI & GI units are given an extensive treatment with pu based each mer and paint prescribed for such surfaces to make it absolutely rust and corrossion proof as well as giving it a pleasing appearance throug antique finish. Minimum DFT level is 60 Microns. MRF Metal coat pu painted is used. Strenght: Structurally designed to sustain desired wind load at location extra strenght is provide through reinforcement of pipe. Mounting arrangement: Pole unit should be grout edushing 4nos, anchor J bolts of size M-24x750mm long confirming to ENBGr. Dimensions of the unit: Total height=7500mm. Service winc ow: A suitable service window shall be provided in the base of th pole to allow access to electrical connections. With all lead and lift and as per the directions engineer in charge of work as quoted by the bidder mentioned against each items (Data Rate Approved by SE-MCC Mysore)

code28 - Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, 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, IP66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring 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. 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 ........W System Power consumption. LED Efficiency1301m/w, 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 manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source.LED Streetlight 90 W. Schedule Of Rates ,Volume-6, PWD Ele SR 2-23-24 (Item No:11.8.4, Page No: 46)

code29 - HDPE/PLB Pipe 40/33 mm Schedule Of Rates, Volume-6, ESCOMs SR 2023-24(Item No:66.05, Page No: 30)

code30 - Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS 694:2120. 2.5 mm2. Schedule Of Rates, Volume-6, PWD Ele SR 2-23-24(Item No:2.3.3, Page No: 05)

code31 - 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm). Schedule Of Rates, Volume-6, PWD Ele SR 2-23-24(Item No:32.05, Page No: 13)

code32 - Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/ Aluminum Rollers as directed by the departmental staff LT Cable,2.5 to 25 Sqmm. Schedule Of Rates, Volume-6, PWD Ele SR 2-23-24(Item No:21.05, Page No: 52)

code33 - Aluminium End Terminal (Lug). 16 Sqmm. Schedule Of Rates, Volume-6, PWD Ele SR 2-23-24(Item No:60.02, Page No: 27)

code34 - 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 7 tanks treatment with powder coated paint and finally finished with approved colour etc., complete. 14 SWG. Schedule Of Rates ,Volume-6, PWD Ele SR 2-23-24(Item No:5.42.1, Page No: 20)

code35 - Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws. 20" x 20" x 2.5". Schedule Of Rates ,Volume-6, PWD Ele SR 2-23-24(Item No:5.6.6, Page No: 14)

code36 - Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint.. 50 x 50 x 6 mm. Schedule Of Rates ,Volume-6, PWD Ele SR 2-23-24(Item No:5.41.1, Page No: 20)

code37 - Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 32 A. Schedule Of Rates ,Volume-6, PWD Ele SR 2-23-24(Item No:5.7.2, Page No: 14)

code38 - Supply and fixing of 3pole 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. 60 A. Schedule Of Rates ,Volume-6, PWD Ele SR 2-23-24(Item No:5.13.3 , Page No: 16)

code39 - Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 50-63 A TPN . Schedule Of Rates ,Volume-6, PWD Ele SR 2-23-24(Item No:5.18.9 , Page No: 18)

code40 - Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 A three phase 4 wire whole current class-1 Accuracy Energy Meter. Schedule Of Rates ,Volume-6, PWD Ele SR 2-23-24(Item No:5.35, Page No: 19)

code41 - Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers. Schedule Of Rates ,Volume-6, PWD Ele SR 2-23-24 (Item No:5.48, Page No: 21)

code42 - Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia Schedule Of Rates ,Volume-6, PWD Ele SR 2-23-24 (Item No:12.56, Page No: 54)

code43 - Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth Schedule Of Rates, Volume-1, Karnataka Public Works Department SR 2023-24(Item No:1.5.1, Page No: 06)

code44 - 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. Schedule Of Rates, Volume-1, Karnataka Public Works Department SR 2023-24(Item No:1.10, Page No: 07)

code45 - Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Schedule Of Rates, Volume-1, Karnataka Public Works Department SR 2023-24(Item No:2.2.1, Page No: 15)

code46 - Providing and laying in position Reinforced 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 necesary, 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 Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates. Schedule Of Rates, Volume-1, PWD Ele SR 2-4-1 (Item No:13.5, Page No: 16)

code47 - Supplyingfitting and placing TMT Fe 500 & above Reinforcement in Foundation/ Substructure/ Superstructure complete as per Drawing and Technical Specifications.