UT516 Kathiyan to Dirnad mr stage II

Amount

Excavation for Structures:- Excavation in foundation for cross drainage structures, Retaining walls, brest walls, breast walls and other similar structure in all types of soils and rocks as met at site with all leads, lift and disposal of surplus earth as directed by Engineer - in - Charge also including supply of all materials, labour, T&P etc required for proper completion of work.

Construction of R. R . stone masonary in cement mortar 1:5 including supply of all materials, labour, t&p & royaltyetc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 700 &1604.

Random rubble stone masonry for structures laid dry by locally available approved stone ncluding supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for , retaining walls, brest walls & other smimilar structures etc as per direction of Engineer-in-charge

HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work.

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS: 4826 in 100 mm x 100 mm mesh (woven diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 25 Kg each as per drawing and technical specification of MORD and as directed by Engineer-in-charge

Providing and fixing of. Edge Stones 12cm x 12cm x 60cm size precast in M15 cement concrete with 4 nos. 8 mm dia HYSD vertical bars and 3 nos 6mm dia MS bar stirrups as per approved drawing including two coat white washing on valley side of formation.

Providing and laying of concrete for plain/reinforced concrete in open foundations for structures including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 800 , 1202 & 1203 for P.C.C grade M 10.

15 mm thick Plastering with cement mortar 1:4 including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clauses No.613.4.

Pointing with cement mortar 1:3 including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clauses No.613.3

Providing and laying 25 mm thick P.C.C. Coping Layer 1:2:4 cement concret.

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

Cleaning of Kucha Drain:- Maintenance of DrainsThe maintenance of drains include erosion, repair, clearing,cleaning, reshaping, regrading, deepening of side drains as well ascatch water drains as per technical specification Clause1907. per schedule item no.15-6

Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. (Pattri filling)

Excavation of cutting in soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embank ment site with a lift upto 1.50 m and lead upto 50 m as per Technical Specification Clouse 302.3 (Making of Super Elevation )

Random Rubble stone masonary in Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications).

Surface Waterproofing on top of the sub Grade / soil base /Earthen Shoulder with appropriate Technology duly Accredited by IRC, based according to the Recmmended Doses and Method Statement by the Manufacturer / Technology providider duly Approved and Accreditedited by IRC.

Stabilized of Sub base/Base:Providing , laying epreading and Compacting chemically Stabilized soil mix for Base Course on prepared Subgrade, including pulversing, adding Designed quantity of IRC Accredited Additives / Lime to the spreaded soil, proper mixing of soil & granular material with mixing with mixing in place method with Rotavator, Grading with motor Grader and Comacting with Road Roller at OMC to achieve the Designed Uncofined Comoressive Strenth and to from a layer of base strictly as pe technical specification clause 404 and Method Statement of Technology Provider ( Procedure and Method Statement duly Approved by IRC) . Including cost of all material, labour, T&P etc required for proper completion of work, (Soil Stabilisation design will be provided by the contractor from NABL Accredited Lboratory), followed by field tests for CBR, Field Dry Density,UCS, Durability as per defined Sampling Frequency Specified in MORD . post Laying Tests and soil properties Shall fullfil the Design Requirement .

Prime Coat:- Prime Coat with Appropriate Technology duly Accredited by IRC to achieve Enhanced Spreadibility , Uniform Coverage, penetration Improvement, Lower Residual Bitumen, Improved Water Resistance, Quick Setting and Reduced Consumption used with cationic bitumen emulsion CSSI (IRC Approved )- as per MORD Section 502 used with Recommmended Doses and Method Statement of additive by Manufacturer / Technoligy Provider (Duly Approver and Accredited by IRC )

Primix carpet: OGPC with Appropriate Technology duly Accredited by IRC: Providing, Laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates with using penetrtion grade Bilumen mixed with Additive for enhansed performance and durability 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 capavity by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. The Additive shall be IRC Accredited and Doses and Method Statement as Recommended by Manufacturer / Technology Provider (Duly Approved and Accredited by IRC)

Seal Coat: Seal Coat with Appropriate Technology duly Accredited by IRC: Providing and laying seal coat mixed with Additive, sealing the voids in a bituminous surface laid to the specified levls, grade and cross fall using Type A, Type B and Type C as per Tehnical Specification Clause 510. The Addivie shall be IRC Accredited and Doses and Method Statement as Recommended by Manufacture / Technology Provider

Providing and fixing of kilometer stone as per standard drawing made of precast R:C:C 1:2:4 fixed with C.C 1:3:6 including excavation of pit, painting and printing letters on kilometer stone with two coat of approved synthetic enamel paint of approved .

Same as above item No. but for Hectometer stone

Same as above item No. but for 5th Km. Stone

Providing and fixing of PMGSY Logo board at end point and every 2 Km, as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge

Providing and fixing of Title Information Board with PMGSY Logo at suitable place in the starting of the road as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge

Providing and fixing of Citizen information board with PMGSY Logo at at starting and prominent location (where maximum no. of fitizens can view the detail of the road)as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge

Providing and fixing of Maintenance information board with PMGSY Logo at at starting and prominent location (where maximum no. of fitizens can view the detail of the road)as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD

Providing and fixing of semi reflective Direction and Place identification sign boards more then 0.90 sqm as per attached drawing and direction by Engineer in charge

Soil Erosion & Slope Protection- Providing fixing of maxfalt empty Drums including /Providing steel Bar @12 mm Dia two nos, horizontaly for interlocking with eart filling and placing properly in a row including all labour and material directed as per Engineer-In- Charge.

Maintainance Activities: Emergency Maintenance

Deploping Hydraulic Excavaters of 0.90 cum Bucket opening of road with required slip clearance in all type of soil, Rock and boulders including it oprator , fuel, all other charge and taxes required for proper complection of work.

1st Year

2nd Year

3rd Year

4th Year

5th Year

Slip clearance in all type of soil, Rock and Boulders in major slip including cast of all material, machine, T&P and taxes etc required for proper complection of work as per MORd specifications, clause 1611.

1st Year

2nd Year

3rd Year

4th Year

5th Year

Random Rubble stone masonary in Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications)

1st Year

2nd Year

3rd Year

4th Year

5th Year

Providing and laying of boulder apron laid in wire crates 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 technical specifications Clause 1301

1st Year

2nd Year

3rd Year

4th Year

5th Year

Maintainance Activities: Under PBMC

Maintenance under PBMC for 1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. 2] Maintenance of road side Drains including minor slip clearence , reshaping ,deepening and ,regrading ,as well as catch water drains as per technical specification Clause 1907. 3]Maintenance of shoulders to the required level by filling/cutting the soil and its compacting including disposal of the surplus material in approved muck disposal points as per specification clause 1903 . 4] Maintenance of scuppers & Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908. 5] Maintenance of Causeway by way of minor Surface repairs, replacing Guide Posts, repair of flood gauges, removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909. 6] Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910. 7] Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912. 8] Two coat white washing on parapet walls of CD work ,edge stones, tree truncks, and prominent rock patches on hill sides including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191. 9). Repair to pot holes and removal of loose material, trimming of sides, clearing of surface by providing tack coat, 20mm pre-mix carpet and seal coat.

1st Year

2nd Year

3rd Year

4th Year

5th Year

V.P.S Enterprises