UT-13-31 Relaying of L-033 - Purola Khalari to Khalari Motor Road Under P.M.G.S.Y, I.D, Purola

Clearance of Land Slides in Soil and Ordinary Rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge.

Excavation for Structures 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.

Random Rubble Stone Masonry In Cement Mortar (1:5) for substructure complete as per drawing & technical specification

Random Rubble Stone Masonry Laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications

Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. As per drawings and technical specifications

Providing concrete for P.C.C grade M 10 Nominal mix 1:3:6 in open foundations complete as per drawings and technical specifications

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification

White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915

Repair of Drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification

Repair of WBM Road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification

WBM Grading 3 By Mechanical Means Providing, laying, spreading and compacting stone aggregates of specific sizes towater bound macadam specification including spreading in uniform thickness, handpacking, rolling with three wheel 80-100 kN static roller in stages to proper gradeand camber, applying and brooming, crushable screening to fill-up the interstices ofcoarse aggregate, watering and compacting to the required density Grading 3 as perTechnical Specification

Prime Coat Low Porosity 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

Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification

20 mm Thick Open Graded Premix Carpet of Cold Mixed Using Bitumen Emulsion Providing, laying and rolling open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 11.2 mm nominal ize aggregates using cationic bitumen emulsion ( medium setting MS grade complyingwith IS:8887) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type B as per MORD Specification

Seal Coat Type B Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification

Emergency Maintenance

Ist Year

2nd Year

3rd Year

4th Year

5th Year

Deploying Hydraulic excavator of 0.90cum bucket for clearence of Major slip in all type of soil rock and boulders including its operator ,pol, and all other charges required for proper compeletion of work

Ist Year

2nd Year

3rd Year

4th Year

5th Year

Providing and laying of boulder apron laid in wire crate with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and techniacal specification 1301

Ist Year

2nd Year

3rd Year

4th Year

5th Year

Coolie Walling including supply of all material, labour, T&P,royalty etc. required for proper completion of the work,as directed by Engineer-in-charge and as per PWD specifications 8.90 (For opening communication only)

Ist Year

2nd Year

3rd Year

4th Year

5th Year

Under PBMC

Ist Year

2nd Year

3rd Year

4th Year

5th Year