Periodic Renewal on Majheen-Sialkar Road in Km 2/000 to 2/800 for the Year 2026-27

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. and as per the direction and entire satisfaction of Engineer-in-Charge complete, including carriage of materials with in all leads, lifts and other incidentals. The rates including Royality, Malkana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government.

Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.and as per entire satisfaction and direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkana, Octroi, GST, toll tax or any other taxes imposed by the Government.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. The rates including Royality, Malkhana, Octroi, toll tax, sale tax or any other taxes imposed by the Government.

Providing and laying 30mm(Thirty millimetre) thick bituminous concrete with 100-120 IPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder,Grade VG-30 @5.5 (five point five)percent of mixed and filler, transporting the hot mix to work site,ensuring required temprature before laying with a hydrostic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem roller to achieve the desired compaction as per MORTH Technical specification clause 507 complete in all respects or as directed by the Engineerin-Charge including carriage of material with in all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, or any other taxes imposed by the Government.

Providing and laying Design mix cement concrete of M-25 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 25 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineerin-charge finished in continuous and as per the direction and entire satisfaction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkana, Octroi, GST, toll tax or any other taxes imposed by the Government.

Providing and Fixing Glow stud of size 100x20 mm (one hunded in to twenty milimetre) 3M Make made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylretrite) or HIP (High impect polystyrene) or ASB having electronically welded micro-prismatic lens wih abrasion resistant coating as aproved by Engineer-in-Charge. The glow stud shall suported a load of 13635 kg. tsted in accordanc wih ASTM D4280. The slope of retro-reflective surface sall be 35(+/-5) degree to base. the reflective panels on both side with at least 12 cm (Tewelve centimetre) of refelective area up each side. The Luminance intensisty should be as per the specification and shall be tasted as per described in ASTM I: 809 as reccommended in BS: 873 part 4:1973. The stud shall be fixed to the Road surface usein the adhesive conforming to IS(Indian Standred) as per procedure reccommonded by the manufacturer complete and as per direction of Engineer-in- Charge including carriage of materials and equipment with all mode of transportation and as per direction of Engineer- in- Charge including carriage of materials within all leads, lifts and other incidental. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.