Rural Development And Panchayat Raj Department Tender

Water Bound Macadam, Grading-I (63 mm to 45 mm): 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. (B)Mechanical means, (i)Grading-I (63 mm to 45 mm) (a)Using Screening Crushable type such as Moorum or Gravel (P.No. 24 I No. 2.24(B)(i)(a) PWD SR 2021-22 Volume-III)

Water Bound Macadam, Grading-II (53 mm to 22.4 mm) 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. (B)Mechanical means. (ii)Grading-II (53 mm to 22.4 mm) (b) Using Screening Type B (11.2mm agg). etc complete with all lead & lifts. (P.No. 24 I No. 4.24(B)(ii)(b) PWD SR 2021-22 Volume-III)

Cement Concrate Pavement (without dowel bars) 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 M30 (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 cum 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.(P.No. 138 I No. 20.29 PWD SR 2021-22 Volume-III)

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 0.90 kg per m2 using mechanical means. etc complete with all lead & lifts. (P.No. 29I No. 5.1 PWD SR 2021-22 Volume-III)

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 the prepared bituminous surface cleaned with mechanical broom etc complete with all lead & lifts. (P.No. 29 I No. 5.4 PWD SR 2021-22 Volume-III)

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. etc complete with all lead & lifts. (P.No. 39 I No. 5.19 PWD SR 2021-22 Volume-III)

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. etc complete with all lead & lifts. (P.No.40 I No. 5.21(ii) PWD SR 2021-22 Volume-III)

Construction of Subgrade and Earthen Shoulders, 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 etc complete with all lead & lifts. (P.No. 15 I No. 3.6 PWD SR 2021-22 Volume-III)

Retro-Reflectorised Traffic Signs, Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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, 3.2 mm 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. (ii) 90 cm equilateral triangle. etc complete with all lead & lifts. (P.No. 55 I No. 8.6 (ii) PWD SR 2021-22 Volume-III)

Kilometre Stone, Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc, ii)Ordinary kilometer stone (precast) etc complete with all lead & lifts. (P.No. 57 I No. 8.16(ii) PWD SR 2021-22 Volume-III)

Kilometre Stone, Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc, iii)200 m stone (precast) etc complete with all lead & lifts. (P.No. 57 I No. 8.16(iii) PWD SR 2021-22 Volume-III)

Name Boad:. 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 etc complete with all lead & lifts. (P.No. 151 Moth 804 PWD SR 2021-22 Volume-III)

For All Package Works. TYPE 3 - Soil Stabilization Stabilized Sub-base / Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR greater than 5%: (1) Rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. Mix aggregates as per mix design with rotavator. (2) Spread Cement 3% by weight of soil aggregate mix and mix with tractor operated rotavator. (3) Prepare and apply 80ML /cum ANT mixed in OMC water (less than1000 ppm TDS) on loose mix . Scarify the treated mix with rotavator.(4).Compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve the desired density and thickness.Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge.