Rural Development And Panchayat Raj Department Tender

code04 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, sCOMMONading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2021-22, Vol-1, SI..No.1.8, P.No - 7)

code05 - Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. ( Grading-I (63 mm to 45 mm) Mechanical means, Using Screening Type A (13.2mm agg) (COMMON SR 2023-24, Vol-3 Sl.No.4.14.B.i. (b), P.No - 26)

code06 - Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.Grading-II (53 mm to 22.4 mm) Mechanical means, Using Screening Type B (11.2mm agg) (COMMON SR 2023-24, Vol-3 Sl.No.4.14.B.ii. (b), P.No - 26)

code07 - Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders withapproved material obtained from borrow pits with all lifts &leads, transporting to site, sCOMMONading, grading to required slope and compacted to meet requirement of table No. 300-2 (COMMON SR 2023-24, Vol-3, SL.No. 3.6, Pg.No.17)

code08 - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction.(COMMON SR 2023-24, Vol-1, SI..No. 1.7, P.No - 7)

code09 - Prime Coat over WMM/WBM 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 0.70kg per m2 using mechanical means. 502 (COMMON SR 2023-24, Vol-3 Sl.No.5.1.A.(i), P.No - 31)

code10 - Tack coat on Granular surface treated with primer: Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular surface (COMMON SR 2023-24, Vol-3, Sl.No.5.4.(ii), P.No - 31)

code11 - Open - Graded Premix Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen VG-30 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, finished to required level and grades. 510 (COMMON SR 2023-24, Vol-3, Sl.No.5.19, P.No -39)

code12 - Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats with bituminous binder VG-30 (ii) Case - II : Type B Premix Sand Seal coat 511 (COMMON SR 2023-24, Vol-3, SL.NO. 5.21.(ii), P.NO.39)

code13 - Kilometre stone 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) (COMMON SR 2021-22, SL.NO. 8.16.(ii), P.NO.67)

code14 - Boundary pillar / Guard Stone - Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting

code15 - Retro-Reflectorised Traffic Signs 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, 3.2mm 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. (COMMON SR 2021-22, SL.NO. 8.5.( ii ) P.NO.69) 90 cm equilateral triangle

code16 - 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

code17 - 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 . In all kinds of soils Depth upto 3 m (COMMON SR 2023-24, Vol-1, Sl.No. 1.14.1,P.No - 8)

code18 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification 710.1.4.of IRC:78 & 2200 Granular material (COMMON SR 2023-24, Vol-3, SL.No. 12.3.A, Pg. 117)

code19 - Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909 (COMMON SR 2023-24.Vol-3, SL.No.16.20, Pg.No.147)

code20 - Wet Mix Macadam (Plant mix method) Providing, laying, sCOMMONading and compacting graded stone aggregate to wet mix macadam specification including COMMONmixing 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 COMMONpared surface and compacting with vibratory roller to achieve the desired density.406. A (COMMON SR 2023-24.Vol-3, SL.No.4.17, Pg.No.24)

code21 - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work (COMMON SR 2023-24, Vol-3 Sl.No. 16.27 ,P.No - 148)