Public Works Department Tender

Comman SR, Volume-1, Pg No. 7 SI. No.1.7 - 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. (Royalty shall be recovered @ Rs. 60.00/m3) (Comman SR, Volume-1, Pg No. 7/ SI. No.1.7 )

Comman SR, Volume-1, Pg No. 7 SI. No.1.8 - 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(Comman SR, Volume-1, Pg No. 7/ SI. No.1.8 )

Comman SR, Volume-3, Pg No. 17 SI. No.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 (Comman SR, Volume-3, Pg No. 17/ SI. No.3.6 )

Comman SR, Volume-3, Pg No. 23 SI. No.4.2 (v) - 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 -V Materia (Comman SR, Volume-3, Pg No. 23/ SI. No.4.2 (v) )

Comman SR, Volume-3, Pg No. 26 SI. No.4.14 B(i)(c - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 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. By Mechanical means Using Screening Type B (11.2mm agg) (Comman SR, Volume-3, Pg No. 26/ SI. No.4.14 B(i)(c) )

CSR, Volume-3, Pg No. 26 SI. No.4.14 B(ii)(b) - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 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. By Mechanical means Using Screening Type B (11.2mm agg) (Comman SR, Volume-3, Pg No. 26/ SI. No.4.14 B(ii)(b) )

Comman SR, Volume-3, Pg No. 31 SI. No.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/m2using mechanical means. (Comman SR, Volume-3, Pg No. 31/ SI. No.5.1 )

CSR, Volume-3, Pg No. 31 SI. No.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. (Comman SR, Volume-3, Pg No. 31/ SI. No.5.4 )

CSR, Volume-3, Pg No. 39 SI. No.5.19 - 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 (Comman SR, Volume-3, Pg No. 39/ SI. No.5.19 )

CSR, Volume-3, Pg No. 39 SI. No.5.21(ii) - 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 Case - II : Type B Premix Seal coat (Comman SR, Volume-3, Pg No. 39/ SI. No.5.21(ii) )

CSR, Volume-3, Pg No. 67 SI. No.8.16 (ii) - 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) (Comman SR, Volume-3, Pg No. 67/ SI. No.8.16 (ii))

CSR, Volume-3, Pg No. 67 SI. No.8.18 - Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (Comman SR, Volume-3, Pg No. 67/ SI. No.8.18)

CSR, Volume-3, Pg No. 67 SI. No.8.15 - 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. (Comman SR, Volume-3, Pg No. 67/ SI. No.8.15)

CSR, Volume-3, Pg No. 74 SI. No.8.43 - Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro reflectance of the reflecting panel, to the Engineer. (Comman SR, Volume-3, Pg No. 74/ SI. No.8.43)

CSR, Volume-3, Pg No. 64 SI. No.8.6(vi) - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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:67:2022. 60 cm equilateral triangle (Comman SR, Volume-3, Pg No. 64/ SI. No.8.6(vi))

CSR, Volume-3, Pg No. 65 SI. No.8.7 - Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Comman SR, Volume-3, Pg No. 65/ SI. No.8.7)

As per SE Approved Rate - KKRDB Name Board