Local Self Government Department Tender

75.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Ratesbr 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. br Case - I By Manual Means br (II) Bitumen (S-65)

75.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates br 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 III : Type C br (II) Bitumen (S-65)

side concrete

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

od899649/2020_2021 : Construction of plain cement concrete pavement thickness ae per design over a prepared subgrade / subbase with 43 grade cement or any other type asper vlause 1501.2.2 m 20 (grade) coarse and fine aggregate confirming to IS383 maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less tha 0.2cum capacity and appropriate weight batcher using approved mix design laid in approved fixes side formwork ( steel, channel, wedges, steel plate including levelling the formwork as per drawing)spreading the concrete with showels, rakes, compacted using needle vibrators and finished in contonuous operation including provision of contraction and expansion, construction joints, curing of concrete slabs for 14 days with water finished to lines and grade as per drawing and technical specifications clause 1501 (forwork included)