Providing BT Surface Road from Gandhi Circle to Group Theater in Ward No. 26 (2nd Call).

Providing and applying tack coat with bitumen VG-10 (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm on the prepared Granular surface treated with primer cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge.

Providing 25mm thick compacted semi-dence bituminious concrete by hot mix plant using hard blasted granite crushed aggregates of grading - 2 per tables 500-15 of specification 508 of MoRTH&H (4th revision) premixed with bituminous binder 60/70 grade @ 5% of mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with mechanical control to the required grade, level and laignment, rolling with soomth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH&H specification 508 (4th revision) complete for finished item of work in all respects as directed by the Engineer- in- Charge (Payment will be made based on levels for finished item of work). (RBR-BASC-8)

Raising of Existing Manhole to the present Road Level Unit - 1 No.

Supply and application of Thermo- Plastic paint : Supplying of hot applied thermo plastic road marking compound , 2.5mm thick including reflectorising glass beads @ 250 gms with Refelctorising beads on Bituminous surface at 250 Gms per Sqm area, thickness of 2.5 mm is exclusive of surface applied glass bead as per IRC 35, the materials should be of BERGER equivalant and nust comply with the following a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 mumber must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vender, the department engineer may carry out random checking of the applied products at site against the approved panel. in case of any major deviation, beyond acceptance limit. department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department) b) Luminance factor of the material should be in the range of 80-85% at 45 degress centigrade as per AASTHOM 249 c) Crack resistance :- The applied panel cured for 7 days under ambient condition and then should be tested as per BS 3262 Part 1, 1989 and should pass at the range of 0 Degree Centigrade to 10 Degree centigrade. d) Adhesion :- Strong. e) Softening point :- 102 Degree Centigrade f) Dried firm finish :- Smooth and Uniform g) Night vision :- High as directed by the Engineer - in - Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause confirming to IRC 35-1997

Supply and fixing of Molded Shanks Raised pavement markers made of polycarbonate and ABS moulded body and reflective pannels with mocro primatic lens capabul of providing total internal reflection of the light entering the lens face and shall support a load of 16000Kg tested in accordance to ASTM D4280 Type H and complying to specification 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 50mm,100mm and 100mm and with minimum reflective area of 13sqcm on each side and the slope to the base shall be 35+/-5 and degree.The strength of detachment of the integrated cylindrical shakes ,(of dia meter not less than 19+/-2mm and height not less than 30+/-2mm) from the body is to be a minimum value of 700Kgf.Fixing will be by drilling holes on the road for the twin shanks to go inside without nails and using epoxy resin based adhesive as per manufacturers recomondation and complete as directed by the engineer