Directorate Of Municipal Administration Tender

Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom(4) (PWD SR 2021-22 Vol:1 P.NO.5 I.N0 1.4)

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 (PWD SR 2021-22 Vol:3 P.NO.31 I.N0 5.8C)

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.(PWD SR 2021-22 Vol:3 P.NO.145 I.N0 21.A1)

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(8.15) (PWD SR 2021-22 Vol:3 P.NO.57 I.N0 8.15)

Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings Single row for one utility service (8.29)(p.no61)

Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx 3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804921-c(4)(p.no151) (PWD SR 2021-22 Vol:3 P.NO.151 I.N0 4)

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 (PWD SR 2021-22 Vol:3 P.NO.51 I.No:8.1 )

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle (PWD SR 2021-22 Vol:3 P.NO.51 I.No:8.5A(iv))

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (PWD SR 2021-22 Vol:3 P.NO.54 I.No:8.10)

Providing and laying Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) Light shade pigment using white cement (PWD SR 2021-22 Vol:2 P.NO.59 I.No:9.6.1

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(PWD SR 2021-22 Vol:1 P.NO.5 I.N0 1.4)

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 (PWD SR 2021-22 Vol:1 P.NO.7 I.No:1.10 )

Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including 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 (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 160mm dia., 6 kg/sqcm & class 3 (PWD SR 2021-22 Vol:V P.NO.134 I.No:1.7)

Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10:For Suilce Valve of PN -10.0 and 80mm (PWD SR 2021-22 Vol:V P.NO.71 I.No:25.2)

For Suilce Valve of PN10.0 and 150mm (PWD SR 2021-22 Vol:V P.NO.71 I.No:25.4)

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 machineries, curing,and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately,Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarseaggregates(PWD SR 2021-22 Vol:1 P.NO.15 I.N0 2.1.3)

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 mheight. 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. (The cost of steel reinforcement & formwork to be paid eparately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(PWD SR 2021-22 Vol:1 P.NO.5 I.N0 1.4))

Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure /Superstructure complete as per Drawing and Technical Specifications. (PWD SR 2021-22 Vol:3 P.NO.71 I.N0 9.3)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2(PWD SR 2021-22 Vol:3 P.NO.15 I.N0 3.6)

Fabricating, supplying and erection of ... ms long GlassReinforced Plastics (GRP) Lighting Pole or ReinforcedThermosetting Plastic Pole (FRP) Conical- Embedded Typeincluding Double Arm Brackets having made out of PolyesterResin with Glass Fibre by CNC Machines whereinProgrammable Logic Control (PLC) is used in a close loopcontrol circuit to control machine movements. This ystemallows for placement of right amount of fibreglass at the rightplace & orientation, Non filled resin system, Available upto 2 mto 12m, having Pole thickness 6- 9 mm , , Hardware MS ZincPassivated, Wind Load Our Pole will withstand high wind loadupto50 M/S with maximum deflection of 15%. TECHNICALDETAILS -FOUNDATION Specification: Standard Shaft BurialDepth will be as under. Also available as per ClientRequirement 900 mm upto 5.5 m Pole for 1000 Series, 1200mm upto 7 m Pole for 1000 Series 900 mm upto 5.5 m Pole for3000 Series, 1200 mm upto 7.5 m Pole for 3000 Series 1500 5 m - Top 70 mm and Bottom 110 mm dia 5 mm thickness (PWD SR 2021-22Part-I P.NO.9 I.N0 4.6.3)

Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonalpole using necessary bolts, nuts etc., complete (PWD SR 2021-22Part-I P.NO.10 I.N0 4.7.4)

Supply of LED Streetlight luminaire with pressure die castaluminium housing body for optimal thermal dissipation.Lamp compartment comprising of anti glare clear diffuserwith Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. and electrical compartment & impact resistance of complete luminaire 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.Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned LED Streetlight 120 W (PWD SR 2021-22Part-I P.NO.36 I.N0 11.8.5)

Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with lowb conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 4 mm2 (PWD SR 2021-22Part-I P.NO.3 I.N0 2.3.4)

Supplying and Fixing........mm dia class A GI pipe bracket upto2.7 meters long terminated with a reducing collar of 40x25mmto which extra pipe of 175mm length is fixed for ixingMV/SV/MH/FTL street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable clA, bolts, nuts andwiring using suitable capacity wires. (PWD SR 2021-22Part-I P.NO.45 I.N0 13.2.2)

Fixing halogen/metal halide /SVL/IL/LED floodlight fitting overexisting pole / wall ceiling including clA, bolts, nuts and wiring using suitable capacity wires. (PWD SR 2021-22Part-I P.NO.45 I.N0 13.5)