Special Repair of L.K. Road to Lalpatti Link Road (3)

Water Bound Macadam Grading-III Providing, laying, spreading and compacting stone aggregates of 53-22.4 mm sizes to water bound macadam G-3 specification including spreading in uniform thickness, hand packing, rolling with Smooth wheel roller 80-100 KN 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 for Grading 3 as perTechnical Specification clause -405(3)A by manual means including Labour Cess and Royalty but excluding GST.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor @ 0.30 Kg/Sqm. on the prepared bitumin surface cleaned with hydralic broom, As per MORD specification 503

Providing, laying and rolling of open - graded premix surfacing of 20 mm compacted thickness with 13.2 mm crushed stone grit @ 0.18cum/10sqm and 11.2 mm size crushed stone grit @ 0.09cum/10sqm from approved quarry and bitumen VG-10 @ 1.46Kg/sqm to required line, grade and level to serve as wearing course on a previously prepared base, mixing in a suitable plant or by mixall, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades, including cost of material, labour, plant, machinery and T&P, all taxes.including complete as per MORD Specification No.508(II) .including Labour cess and Royalty but excluding GST.

Providing and laying seal coat type-C sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using 6.5 mm crushed stone grit @ 0.09cum/10sqm from approved quarry and bitumen @0.65kg/sqm including cost of material, labour, plant, machinery, mixall and T&P, all taxes including labour etc. complete as per MORD Specification No.510 III (i). including Labour cess and Royalty but excluding GST.

Cement Concrete Pavement, Construction of un-Reforced, dowel jointed at expension and construction joint only, plain cement concrete pavement, thickness as per desingn, over a prepared sub base, OPC 43 grade cement or any other type as per clause 1501-2.2 M-30 (Grade), coarse and fine aggregates conforming to IS 383, Maximum size of coarse aggregates not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight 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 leveliing the formwork as per drawing), spreading the concrete with showels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provisiion of contraction and expansion, construction joints, applying, deboinding strips, primer, sealant, dowel bars, near approaches to bridge/ culvert and construction joints admixtures. including Labour Cess and Royalty but excluding GST.

Construction of Subgrade and Earthen Shoulers with approved material obtained from borrow pits with all lift and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table No. 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 including Labour cess but excluding GST.