Directorate Of Municipal Administration Tender

code1.23 - 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 (Common SR (Volume -1)-2023-24 Item No.1.23, Page No.11)

code1 - 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 pertechnical specifications. (The cost of steel reinforcement & formwork shall be paid separately) (VOL-1/I.N-2.1)Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse(VOL-1/I.N-2.1.2) SR -2024-25 note:-5% of the finished rate of concrete shall be paid extra for concreting in foul conditions

code2.4.4 - 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 relevantIS 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 separately) (VOL-1/I.N-2.4)Appendix I Additionalities for Formwork, Centering & Scaffolding, Foundation, Sub structure of Cross drainages for centering 35% on the Percentage on finished rate of concrete per m3(VOL-1/PG.NO-115/SL.NO-2)M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (VOL-1/I.N-2.4.4) note:-5% of the finished rate of concrete shall be paid extra for concreting in foul conditions

code2.11c - 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 / softannealed steel wire and other ancilary operations complete as per drawing andtechnical specification.c.Sub structure of Bridges(VOL-1/I.N-2.11(C))

code12.3 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular material (ROADS & BRIDES (Volume-3)2023-24 Item No 12.3 ,Page 117)

code12.2 - Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical SpecificationsItem (No 12.2, Page No.117, Vol 3 PWD SR 2023-24)

code4.3 - Construction of granular sub-base using crusher run spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 C.Using Crusher Run(, It no-4.3) (S.R-2023-24)( volume-lll)

code4.17 - 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 surfaceand compacting with vibratory roller to achieve the desired density.. (, It no-4.17) (S.R-2023-24)( volume-III)

code5.1 - 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 m2using mechanical means.MORTH specification 502. (, It no-5.1) (S.R-2023-24 volume-III)

code5.6c - 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% byweight 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 (, It no-5.6(c)) (S.R-2023-24)( volume-III)

code5.3 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2on the prepared bituminous surface cleaned with mechanical broom ack coat on Bituminous surface MORTH specification 503(i)(It .no-5.3) (S.R-2023-24 volume-III)

code5.31 - 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. (It .no-5.31) (S.R-2023-24)( volume-III)

code3.1 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (VOL-3/I.N-3.1)