Resurfacing of Link Road from SEPC roundana to North end in VOC Port

Amount

Scarifying existing bituminous surface to a depth of 50 mm by mechanical means and disposal of scarified material within all lifts and lead upto 1000 meters. Cost inclusive of labour, tools, transportation, conveyance, driver bata etc., complete as per clause 305 of MORT&H Specification (Fifth Revision) and as directed by the departmental officers.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 Kg. / Sqm. using mechanical means as per Clause 502 of MORT&H Specification (Fifth Revision) including cost of bitumen emulsion, labour, T&P etc., complete and as directed by the departmental officers.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 Kg. per Sqm. on the prepared bituminous / granular surface cleaned with mechanical brooms including cost of bitumen emulsion ,labour, T&P etc., complete as per clause 502 of MORT & H Specification and as directed by the deparmental officers.

Providing and laying Dense bituminous macadam with 100-120 TPH batch type Hot Mix Plant producing an average output of 75 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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 (Fifth Revision) Clause No.505 complete in all respects including cost of bitumen, labour, materials, T&P etc., complete and as directed by the departmental officers.

Providing and laying Bituminous Concrete (BC) with 100-120 TPH Batch type Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregate of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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 (Fifth Revision) clause No. 507 complete in all respects including cost of bitumen, labour, materials, T&P etc., complete and as directed by the departmental officers

Providing and laying of Hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms. per Sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 for centre line and edge line. The finished surface to be level, uniform and free from streaks and holes etc., The rate including cost and conveyance of all materials, labour, incidental charges, marking for applying paint,brushes, equipments etc., complete as per MORTH Specification No.803 and as directed by the departmental officers.

Providing and fixing Reflective Road Studs of 'Category - A' Raised pavement markers made out of poly carbonate / methyl methecrylate/ABS mouled body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D 4280. The reflective raised pavement markers shall also confirm to the MORTH corcular No RW / NH 33023 / 10 / 97 - DO.III, dt 11.06.97. The height, width and length shall not be less than 15mm, 90mm and 100mm and with minimum refelctive area of 13 Sq.cm. on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of dia not less than 19 +/-2 mm and height not less 30 +/- 2mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacture's rercommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg. tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MORTH specification 804 etc., complete. The cost inclusive of studs and other tools and plants fixing materials drilling holes etc., complete as per MORTH Specification and as directed by departmental oficers.

Supplying and installing of Delineators (road way indicators, hazard markers and object markers), 80-100 cm high above gound level painted at alternatively black and white in 15cm wide strips, fitted with 80x100 mm rectangular or 75mm dia. circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete as per MORTH Specification No.806 and as directed by the departmental officers.

Providing stacking and spreading gravel 100mm Thick, levelling to gradient and required camber including cost of materials, labour, watering and rolling with power road rollerj and cost inclusive of road machine, tools, transportation, conveyance, driver bata etc., complete complying with AISS and as directed by departmental officers.

EMJAY CONSTRUCTIONS (BID ID -802301)

P. JEFFERSON SAMUEL RAJ (BID ID -793055)

RSK CONSTRUCTION AND PROJECTS (BID ID -803674)

TTK Construction (BID ID -803740)

RKANDSONS (BID ID -801461)

Bidder Name

RKANDSONS

TTK Construction

EMJAY CONSTRUCTIONS

P. JEFFERSON SAMUEL RAJ

RSK CONSTRUCTION AND PROJECTS

Maridurai & Co