Directorate Of Municipal Administration Tender

code04 - 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 [PWD SR 2023-24 Vol:1 P.NO.16 I.No:2.4.2] For Drain form works considered 35% [PWD SR 2023-24 Vol:1 P.NO.111 I.No:4]

code05 - 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. [PWD SR 2023-24 Vol:1 P.NO.18 I.No: 2.11(h)]

code06 - Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. [PWD SR 2023-24 Vol:2 P.NO.176 I.No: 17.12]

code07 - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. [PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.7 ]

code08 - Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 408 [PWD SR 2023-24 Vol:3 P.NO.27 I.No:4.2 ]

code09 - 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) 300 x 200 x 150 mm Kerb Stone [PWD SR 2023-24 Vol:3 P.NO.74 I.No: 8.42.8]

code10 - Construction of Granular Sub-Base by providing graded Material, mixing, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface, mixing with cement at OMC and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (2.5% Cement) By Mechanical means For Grading III Material [PWD SR 2023-24 Vol:3 P.NO.24 I.No:4.10 (i)]

code11 - 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 SR 2023-24 Vol:3 P.NO.24 I.No:4.17]

code12 - 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 0.90 kg per m2 using mechanical means. [PWD SR 2023-24 Vol:3 P.NO.31 I.No:5.1 A (i)]

code13 - 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 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the ed grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction [PWD SR 2023-24 Vol:3 P.NO.32 I.No:5.6 (i) C ]

code14 - 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 SR 2023-24 Vol:3 P.NO.31 I.No:5.3]

code15 - 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 2023-24 Vol:3 P.NO.43 I.No:5.31]

code16 - 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 2023-24 Vol:3 P.NO.17 I.No:3.6]

code17 - Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality 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. (The gloss should be 50% @ 60 degree angle with 10 years life). [PWD SR 2023-24 Vol:3 P.NO.46 I.No:8.33.1]

code18 - 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 [PWD SR 2023-24 Vol:3 P.NO.67 I.No:8.15]