Local Self Government Department Tender

75.5.9.2.2.Pa : Plastic Roads - Bitumen S-65 br 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder br Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 (with 7% of bitumen replaced by shredded waste plastic) br Case - I By Manual Means br (II) Bitumen (S-65) (VG - 30)

75.5.12.A.1.2pb : Seal Coat - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Ratesbr Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 br A. By Manual Means br Case I : Type A br (II) Bitumen (S-65)

od891777/2020_2021 : Surface dressing of the ground in all kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish ,lead up to 50 m and lift up to 1.5 m.

od891694/2020_2021 : :Construction of Plain Cement Concrete Pavement (WITH FORM WORK):Mord Item 6.4<br>Modified Construction of Plain Cement Concrete Pavement ,thickness as per design,over a prepared sub<br>base,with 43 grade<br>cement or any other type as per clause 1501.2.2 (M 20 grade),coarse and fine aggregates conforming to IS<br>383(maximum size of coarse aggregate not exceeding 25 mm)mixed in a concrete mixer of not less than 0.2<br>cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side<br>form work(steel channel, wedges,steel plates including leveling the form work as per drawing),laying and<br>fixing of 125 micron thick polythene film, wedges,steel plates including<br>levelling the formwork as per drawing),spreading the concrete with shovels,rakes,compacted using<br>needle vibrators and finished in continuous operation including provision of contraction<br>and expansion ,construction joints,applying debonding strips, primer, sealant, dowel bars, near approaches<br>to bridge /culvert and construction joints, curing of concrete slabs for 14 days ,with water finishing to lines<br>and grade as per drawing and Technical<br>Specifications clause 1501.

10.4.A.3 : Direction and Place Identification signs with size more than 0.9 sqm size boardbr A. Retro-reflectorised Traffic Signs br3 Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on RCC Posts 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701