Renewal coat Macadamisation of road from Kundi to Birjala Package No. JK03_87 Length 2.85 Kms PMGSY Div Uri

Amount

Pavement

Scarifying the existing bituminous road surface by mechanical means & disposal of scarified material with a lift up to 3m.& lead up to 1000m as per technical specification clause 301 .4 .Length 61 RM RD.1925 to RD.1986

Providing & laying Bituminous macadam, 50 mm thick, with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site including all leads,liftsf, laid over a previously prepared surface with paver finisher to the required grade, level & alignment and rolled to achieve the desired compaction as per MORD technical Specification Clause 504,including cost and carriage of material from source to site of work, with all leads, lifts, loading, unloading and octori. (Finished work to be measured, complete)

Tack Coat: Providing and applying tack coat using hot straight run bitumen grade VG-10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. 16.38.1 on W.B.M @ 0.75 kg/sqm.

Tack Coat: Providing and applying tack coat using hot straight run bitumen grade VG-10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. 16.38.2 on bitumen surafce @.5 kg/sqm.

25mm thick SDBC :- Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in- Charge. 25 mm compacted thickness with bitumen of grade VG-10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)

Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A ,Type B and Type C as per Technical Specification Clause 510.specification 1995) By Mechanical Means Type B Bitumen (S-90) including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured.

Protection work

Earth work in excavation for foundation of structures up to 3m depth as per drawing and technical specifications clause 1104.including setting out , construction of shoring nad bracing , removal of stamps and other deleterious matter , drassing of sides and bottom and back filling with approved material, in oridnary soil.

Polygonal/ random rubble masonry uncoursed/ brought to course in cement sand mortar 1:5 mix and dry masonary(both in cement mortar and dry) with quarry stones in foundation and plinth including cost of bond stones and leveling up at specified levels with M-5 grade using stone aggregate 20mm nominal size.

Labour for RRM in dry uncoursed/ brought to course for sub structure complete as per drawing and MORD technical specification clauses 702,704,1202&1204 incl. Cost and carriage of all materials from approved sourse to site of work with all leads, lifts, loading, unloading and octorri(Finished work to be measured)

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 (Granular material), including cost and carriage of material from approved source to site of work with all leads, lifts, loadinging,unloading and octroi(Finished work to be measured)

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc.complete as per drawing and technical specification clauses 615,710,and 1204.3.11.excl.cost and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured, complete.)

Maintenance for Five Years

1st Year

2nd Year

3rd Year

4th Year

5th Year

The Contractor has to quote the rates for Construction part without GST and GST @12% shall be added at the time of Allotment.

M/S Tech Builders