Providing Thermo Plastic Painting and Speed Breakers from NTR Circle to Alipiri Road Under Zone-IV.

Providing and applying TACK COAT (RS-I) with bitumen emulsion using Rapid Setting emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Tech. specification No 503 MORTH

Providing and laying of average 50 mm thick Bituminous macadam with hot mix plant producing an average output of 37.5 tones per hour using hard blasted granite crushed aggregates of grading-II as per table 500-4 of MORTH specification 504 (4th revision) premixed with bituminous binder of 60/70 grade Bitumen # 3.3% by weight of total mixture, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-charge including hire and operational charges . (RBR-BASC-3-ii)

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)

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

Supply and application of Thermo- Plastic Paint Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250 gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per Sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per IRC35, the materials should be of BERGER company/ BERGER equivalent and must 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 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout 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 degree 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 BS3262, Part-1, 1989 and should pass at the range of 0 degree centigrade to 10 degree centigrade d) Adhesion: Strong.

Demolition and disposal of unservicable materials with in 100mtrs lead for Unreinforced cement concrete above 15 cm thickness

Demolition and disposal of unservicable materials with in 100mtrs lead for Unreinforced cement concrete upto 15 cm thickness

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

Providing bedding with sand for necessary areas as per specification and drawing including cost and conveyance of materials to site with all leads, lifts including watering, tamping, ramming, labour charges, all other incidental and operational charges etc., complete as per detailed specification and directed by the Engineer - in - Charge (as per SSR 14-15- Amendment)

Providing Plain cement concrete M 20 Nominal Mix using 20* mm metal and using concte mixer as approved by the department including cost and conveyance of all materials to site, machine mixing of concrete, all lifts, leads, delifts, centering, laying in position, vibrating, compacting, curing, removal of centering, all labour charges, tools and plants, and all other incidental and operational charges etc., complete as per specifications, drawings and as directed by the Engineer - in - Charge (may be used as CC 1:2:4)

Providing Plain cement concrete M15 grade nominal mix (1:2.:4) as approved by the department using 20 mm graded hard granite machine crushed metal including cost and conveyance of all materials to site, machine mixing of concrete, all lifts, leads, delifts, centering, laying in position, vibrating, compacting, curing, removal of centering, all labour charges, tools and plants, and all other incidental and operational charges etc., complete

(BLD-CSTN 6-3) Plastering with CM (1:3) prop., 12 mm thick, with sponge finishing including cost and conveyance of all materials to site, tools and plants, labour charges, leads, lifts, curing, scaffolding and all other incidental and operational charges etc., complete for finished item of work

Conveyance of excavated earth and dismantled material to a lead of 5 km from work spot include loading, unloading and hire charges etc complete.

For Stone Earth

Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of manhole covers and frames with ISI marking anywhere in A.P., F.O.R. destination including, loading, unloading & stacking at site but excluding central excise duty, sales tax, octroi and other Govt levies etc., as applicable.I.S.I Mark HD-35 With 560mm Dia Clear Opening

Raising of existing Manholes to Present Road level with CC (1:2:4) mix using 20mm HBG down graded metal including removing of low level manhole, raising to present road level with CC, fixing of SFRC frame and cover, labour charges for curing etc..complete