Rural Development And Panchayat Raj Department Tender

CSR_V3_IN 3.7 - 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 ---- All the items includes with all Leads and Lifts, Loading and Unloading,Cost of materials, Labour, HOM of machineries as per Standard specifications and as directed by the Engineer-in-charge of the work and other incidental items which are necessary for the successful completion of the work.

CSR_V3_IN 3.6 - 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 ---- All the items includes with all Leads and Lifts, Loading and Unloading,Cost of materials, Labour, HOM of machineries as per Standard specifications and as directed by the Engineer-in-charge of the work and other incidental items which are necessary for the successful completion of the work.

CSR_V3_IN 16.10 - Construction of Granular Sub-Base by Mix in Place Method by providing well graded Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification ---- All the items includes with all Leads and Lifts, Loading and Unloading,Cost of materials, Labour, HOM of machineries as per Standard specifications and as directed by the Engineer-in-charge of the work and other incidental items which are necessary for the successful completion of the work.

CSR_V3_IN 4.17A - 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 ---- All the items includes with all Leads and Lifts, Loading and Unloading,Cost of materials, Labour, HOM of machineries as per Standard specifications and as directed by the Engineer-in-charge of the work and other incidental items which are necessary for the successful completion of the work.

CSR_V3_IN 5.1 - 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 0.70 kg/m2 using mechanical means ---- All the items includes with all Leads and Lifts, Loading and Unloading,Cost of materials, Labour, HOM of machineries as per Standard specifications and as directed by the Engineer-in-charge of the work and other incidental items which are necessary for the successful completion of the work.

CSR_V3_IN 5.4 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface ---- All the items includes with all Leads and Lifts, Loading and Unloading,Cost of materials, Labour, HOM of machineries as per Standard specifications and as directed by the Engineer-in-charge of the work and other incidental items which are necessary for the successful completion of the work.

CSR_V3_IN 5.6 - 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 required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction ---- All the items includes with all Leads and Lifts, Loading and Unloading,Cost of materials, Labour, HOM of machineries as per Standard specifications and as directed by the Engineer-in-charge of the work and other incidental items which are necessary for the successful completion of the work.

CSR_V3_IN 5.20 - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG- 30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of capacity not less than 40/60 TPH, laying and rolling with a Smooth wheeled roller finishing to required level and grade ---- All the items includes with all Leads and Lifts, Loading and Unloading,Cost of materials, Labour, HOM of machineries as per Standard specifications and as directed by the Engineer-in-charge of the work and other incidental items which are necessary for the successful completion of the work.

CSR_V3_IN 8.16iii - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200m Stone (precast) ---- All the items includes with all Leads and Lifts, Loading and Unloading,Cost of materials, Labour, HOM of machineries as per Standard specifications and as directed by the Engineer-in-charge of the work and other incidental items which are necessary for the successful completion of the work.

CSR_V3_IN 8.16ii - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) ---- All the items includes with all Leads and Lifts, Loading and Unloading,Cost of materials, Labour, HOM of machineries as per Standard specifications and as directed by the Engineer-in-charge of the work and other incidental items which are necessary for the successful completion of the work.

CSR_V3_IN 8.54 - 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 35mmx35mmx3mm 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 804 ---- All the items includes with all Leads and Lifts, Loading and Unloading,Cost of materials, Labour, HOM of machineries as per Standard specifications and as directed by the Engineer-in-charge of the work and other incidental items which are necessary for the successful completion of the work.