Providing BT Road with Hot mix process to Masjid Habib-Ur-Rahman Road Opposite Meenakshi Nagar in Kundavari Kandrika 64th Division

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

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

Conveyance of excavated earth for a lead of 4Km including loading, unloading, spreading, sectioning etc., complete and as directed by the departmental authorities.

Granular Sub-Base / base / surface course with quarry rubbish (Table 400, 13) by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, compacting with smooth wheel roller to achieve the desired density etc., complete as per Clause 401.4 as per Technical Specification Clause 408 MORD. with Power Roller (For road portion)

Providing, laying, spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification (5th revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage by tipper to site, laying in uniform layers with paver in base courses on well prepared surface and compacting with vibratory roller to achieve the desired density etc., complete and as directed by the Engineer-in-Charges as per MoRT&H specification 406 (5th revision) for finished item of work. (For road portion)

Providing and applying prime coat with bitument emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.70Kg/Sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-Charge. (For road portion)

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) (For road portion)

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 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. (For road portion)

Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with relectorising glass beads on bituminous surface at 250gms per Sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per IRC:35, the material 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 45degree 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 film finish: Smooth and uniform g) Night vision: High as directed by the Engineer-in-Charges and conforming to IS: 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-1997.

Supply and fixing of Molded Shanks raised pavement markers made of polycarbonate and ABS molded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000Kg tested in accordance to ASTM D 4280 type H and complying to specifications 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 with minimum reflective area of 13 Sqm on each side and the slope to the base shall be 35+/- 5 degree. The strength of detachment of the integrated cylindrical shaks, (of diameter not less than 19 +/- 2mm and height not less than 30 +/- 2mm) from the body is to be a minimum value of 700Kgs. 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 recommendation etc., complete and as directed by the Engineer-in-Charge.