Providing BT Road with Hot Mix process to Christurajpuram Main Road in Works Division-3. (2nd Call)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH. For Dismantling CC

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

A) By Machinary @80%

B) By Manual Means @20%

Providing and applying tack coat on the prepared bituminous surface with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm 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 and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control 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 all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

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, un-loading & stacking at site but excluding all taxes.

Providing concrete for plain concrete (M15 Nominal Mix) using 275 Kgs Cement ,20 mm,10mm nominal size Graded hard stone aggregate , mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications of MORTH

Supply and fixing of Moulded shanks raised pavement markers made of poly carbonate and ABS Moulded body and reflective pannels with micro presmatic lens capable of providing total internal reflection of the light entering the lens face and shal support a load of 16000kg tested in accordance to ASTM D4280 type H and complaing to specification of category A of MORTH circular no RW/NH/33023/10-97-DO 111 dt:11-06-97 .The hight width and length shall not execeed 50mm,100mm and 100mm and with minimum reflective area of 13sqm of each side and the slope of base shall the 35 +/- 5 degree.the strength of detachment of the integrated cylindrical shanks from the body is to be minimum value of the 700kgs ,fixing will be drilling holes on the road for the twin shanks to go inside,with out nails and using epoxy resin based adhesiv as per manufacturers recommendation and complete as directed by the engineer.

Supplying of hot applied thermoplastic road marking compound, 2.5mm thick includig reflectorsing glass beads @ 250gms with reflectorising glass beads on bituminous surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applies glass bead as per IRC:35, the material should be of BERGER company BERGER equivalent / Equivalent brand 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 consingment of the said material and will compell the vendor has to repalce 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) Luminanace factor of the material should be in the range of 80-85% at 45degree centigrade as per AASTHOM 249. c)Crack resistance: The applied danel cured for 7 days under amblent 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 E) Softening point:102 degree centrigrade F) Dried film finish: Smooth and uniform G) Night vision: High as directed by the Eingieer-in-Charge and confirming to IS"164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-1997 Taking out put 640 Sq.m

Carting away the surplus earth, cement concrete, brick and stone debris from the wor site with a lead of2 KM beyond initial lead incl. Loading, unloading and conveyance etc., complete as directed by dept. authorities as per APSS 38.2