Urban Development Authority Tender

Code-04 - 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. (PWD COMMON SR 2023-24 Volume- 3 It No -4.17 A Pg no - 26

Code-05 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (PWD COMMON SR 2023-24 Volume- 3 It No -5.3 I Pg no - 31

Code-06 - Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisherto the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (PWD COMMON SR 2023-24 Volume- 3 It No -5.9 ii A Pg no -33

Code-07 - Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG 40, 5.4 percent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects PWD COMMON SR 2023-24 Volume 3 It No 5.17 A Pg no 38

Code-08 - Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2area, 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 PWD SR 2023-24 Item No 8.15 Page no 67 Vol-III

Code-09 - 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) PWD SR 2023-24 item no 6.8.2 page no 51

Code-10 - Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2area, 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 PWD SR 2023-24 Item No 8.15 Page no 67 Vol-III

Code-11 - Solar Raised Pavement Markers Supplying & fixing of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solarpowered, LED self illumination in active mode, 360 degreillumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the lightentering the lens face in passive mode. The marker shallsupport a load of 20000 kg tested in accordance to ASTMD 4280. The marker should be resistant to dust and wateringress according to IP 65 standards and should withstandtempertures in the range of 0 C to 70 C. Color of lightingcould be provided in red or yellow (amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer PWD SR 2023-24 Item no 8.32 page no 72 Vol-III

Code-12 - Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications PWD SR 2023-24 Item No 1.23 Page No 11 Vol-I

Code-13 - 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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD COMMON SR 2021-22 Volume- 3 It No -2.1.3 Pg no - 15

Code-14 - Supplying fitting and placing TMT Fe 500 & above Reinforcement in Foundation/ sub structure/super structure complete as per drawing and Technical specifications (PWD COMMON SR 2023-24 page no 90 item no 2.11 (a)

Code-15 - Supplying fitting and placing TMT Fe 500 & above Reinforcement in Foundation/ sub structure/super structure complete as per drawing and Technical specifications (PWD COMMON SR 2023-24 page no 90 item no 2.11 (h)

Code-16 - Centering & Shuttring Foundation & Sub structure of cross drainage 5%

Code-17 - Centering & Shuttring Cement concrete drains 35%

Code-18 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD COMMON SR 2023-24 Volume- 1 It No -2.2.1.1 Pg no - 15