Carpeting of existing bitumen (dammar) road at different locations under the jurisdiction of

Amount

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means). and consolidation of the aggregate received from scarifying with power road roller of 8 to 12 tonne capacity.

Demolishing P.C.C. work in existing building structures at all heights and depths using pnuematic tools or as approved by Engineer-in- charge including following all safety requirements, ensuring adequate precaution to the neighbourhood structures & equipment, putting necessary cover , and disposal of unserviceable material all complete as directed by Site Engineer.

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: (All kinds of soil)

Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications a) On W.B.M @ 0.75 Kg I sqm

Providing and laying premix bituminous macadam carpet of 50 mm compacted thickness using stone aggregate of quality, size and grading as specified and bitumen of grade VG 30 @ 3.5% by weight of total mix including hot mixing of aggregate and bitumen in hot mix plant, transporting the mixed material to site and laying the same (over prepared base surface with a tack coat of hot straight run bitumen of grade VG10 @ 0.75 kg/ sqm) with paver finisher to the required level and grade, consolidation with road roller of 8 to 10 ton capacity complete in respects as per specification and direction of Site Engineer.

Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete

Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour ,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete in all respect as per direction of Engineer-in-charge and accordance with applicable specifications.

Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge

Providing and laying cement concrete, grade of mix 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size), in foundation, floors, bed of drains, including ramming, de-watering, shuttering, shoring, strutting, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour,shade and pattern approved by Engineer-in-charge for use in footpath/pavement, joints filled with sand, ramming/compacting the pavement, levelling, subase preparation etc complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and direction of Site Engineer

Providing 15 mm thick plaster to internal & external walls at all heights/depths with cement mortar 1:6 (1 cement :6 fine sand) finished smooth/rough including raking out joints, rounding off and chamfering corners, making drip course moulding, roughening of brick surface, curing for etc. complete as per specifications.

M/s BALAJI CONSTRUCTION