Rural Development And Panchayat Raj Department Tender

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, spreading, 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. (P.No. 07 I No. 1.8 PWD SR 2021-22 Volume-I)

Granular Sub-Base with Grading -VI Material, By Mix in Place Method, Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401,For Grading -VI Material. etc complete with all lead & lifts. (P.No. 19 I No. 4.2(vi) PWD SR 2021-22 Volume-III)

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)

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. 24 I 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)

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. etc complete with all lead & lifts. (P.No. 57 I No. 8.15 PWD SR 2021-22 Volume-III)

Solar Powered Road Marker (Solar Stud), Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer. (P.No. 61 I No. 8.30 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)

RCC Deck:..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 etc complete with all lead & lifts. (P.No.8 I No. 1.14.1 PWD SR 2021-22 Volume-I)

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 per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. etc complete with all lead & lifts. (P.No.15 I No. 2.1.3 PWD SR 2021-22 Volume-I)

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 relevant IS 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), M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. etc complete with all lead & lifts. (P.No.17 I No. 2.4.2 PWD SR 2021-22 Volume-I)

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 relevant IS 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), M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. etc complete with all lead & lifts. (P.No.17 I No. 2.4.2 PWD SR 2021-22 Volume-I)

Providing Centering for Concrete Stracture : For Head Wall 8% (P.No. 115 Valume-I)

Providing Centering for Concrete Stracture : For RCC Deck slab and Parapet 20% (P.No. 116 Valume-I)

Supplying, Fitting and Placing TMT Fe-550 bar. Reinforcement in sub-structure complete as per Drawing and Technical Specifications. etc complete with all lead & lifts. (P.No.99 I No. 13.1 PWD SR 2021-22 Volume-III)

Supplying fitting & placing TMT Fe-550 bar reinforcement to super structure complete as per Specifications etc complete with all lead & lifts. (P.No.103 I No. 14.1 PWD SR 2021-22 Volume-III)

Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. A)Granular material. etc complete with all lead & lifts. (P.No.99 I No. 13.5 PWD SR 2021-22 Volume-III)