UT-10-73 GORTI TO UROLI MOTOR ROAD (STAGE-II) IN THE LENGTH OF 5.225KM UNDER PMGSY

Amount

Earth work in hill road (hill side cutting/filling):- Excavation in hilly area for construction of road in all types of soils & rocks with E&B and BLB as met at site true to lines as per plan, X section, L section camber, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead, lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means/ manual means indicated in the drawing with out damaging forest and forest land including slip clearance during hill side cutting as directed by Engineer-in-charge. (For Passing Place & H P Band )

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

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Coolie Walling for Edge /filling protection including supply of all material labour T&P. etc.as per drawing required for proper comletion of word as white washing complete as per the derection of Engineer - in - charge.

Excavation for Structures: - Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification.

Random Rubble stone masonry for structures laid in 1:5 cement & sand mortar by locally available approved stone and sand from approved quarry including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for cross drainage structures, retaining walls, breast walls & other similar structures etc. as directed by Engineer-in-Charge

Random Rubble stone masonry for structure laid dry by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge.

Providing & laying filter media as Hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by locally available approved stone including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge.

Providing Edge stone on valley side of formation as per drawing including supply of all materials ,labour,T&P etc. required for proper completion of the work as per MORD Specificaion and as directed Engineer-in-charg.

Providing and laying of boulder apron laid in wire crates with 4 mm dia G.I. Wire conforming to IS: 280 & IS: 4826 in 100mm x 100mm 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.

Cement plum masonry with 40% plum & 60% 1:3:7 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. (As per PWD Uttarakhand specifications)

Granular sub-base/base/surface course with local materials by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheeled roller to achieve the desired density complete as per Clause 401.4 and as per Technical Specification Clause 408. Sl No 4.11 (1) (ii)

WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Providing and applying primer coat with bitumen emulsion ( SS-I) on prepared surface of water bond macadam base including cleaning of road surface and spraying primer at the rate of 0.90- 1.20 Kg/Sqm using machanical means as per MORD Specification.

Providing and applying Tack coat with bitumenous emulsion ( RS-I) using emulsion distributor @ 0.25 to 0.30 Kg per Sqm on the prepared bituminous surface treated with primer & cleaned with hydraulic broom as per MORD Specification.

Providing, Laying and rolling of open - graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates using bitumen 80-100 ( S-90 ) 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 capecity, finished to riquired level and grades as per MORD Specification.

Provinding and laying seal coat for sealing the voids in a bituminous surface laid to the specification levels, grade and cross fall using Type "A" ( with Crushed stone chipping, 6.7 mm size 100% passing 11.2 mm sieves and retained on 2.36 mm sieve applied @ 0.09 cum per 10 Sqm ) as per MORD Specification.

Providing & Laying M10 grade plain cement concrete in open foundation as per MORD specification including all material labour T&P etc. as directed by Engineer in charge.

Providing & Laying PCC-M20 as per MORD specification including all material labour T&P etc. as directed by Engineer in charge.

Providing & Laying R.C.C M-25 as per MORD specification including all material labour T&P etc. as directed by Engineer in charge.

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

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

Providing and fixing of 5th Kilometer stone as per standard drawing made of precast R.C.C. M15 grade fixed with P.C.C. M10 grade, including excavation of pit, painting and printing letters on kilometer stone with two coat of synthetic enamel paint of approved quality as directed by Engineer in charge.

Same as above but KM stone

Providing and fixing of Hectometer stone as per standard drawing made of precast R.C.C. M15 grade fixed with P.C.C. M10 grade, including excavation of pit, painting and printing letters on kilometer stone with two coat of synthetic enamel paint of approved quality as directed by Engineer in charge.

Providing 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 written as per the MORD specification and direction given by Engineer in charge.

Providing & fixing of Semi reflective Traffic Sign Boards (cautionary, mandatory & informatory) as per attached drawing duly painted and written as per the MORD specification and as directed by Engineer-in-charge..

Providing & fixing of PMGSY Logo Board at starting point, end point and at every 2 Km distance of road length as per attached standard drawing duly painted and written as per MORD specification and direction by Engineer in charge.

Providing & fixing of Citizen Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing dully painted and written as per the MORD specification and direction of Engineer-in-charge.

Providing & fixing of semi reflective Direction and Place Information Boards up to 0.90 sqm size as per attched drawing and as per the MORD specification and direction of Engineer-in-charge.

Maintainance Activities:

Major slip Clearance in all type of soil, rock and boulders including cost of all material, machine, t&p etc required for proper completion of work as per mord specification of work 1611

1St year

2nd year

3rd year

4th year

5th year

Deploying hydraulic excavator of 0.90cum bucket for clearance of Major slip in all soil rock and boulders including its operater and all other charges required for proper completiton of work

1St year

2nd year

3rd year

4th year

5th year

Providing and laying of boulder apron laid in wire crates with 4 mm dia G.I. Wire conforming to IS: 280 & IS: 4826 in 100mm x 100mm 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.

1St year

2nd year

3rd year

4th year

5th year

Coolie Walling for Edge /filling protection including supply of all material labour T&P. etc.as per drawing required for proper comletion of word as white washing complete as per the derection of Engineer - in - charge.( for opening communication)

1St year

2nd year

3rd year

4th year

5th year

Maintainance Activities:

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} Repairing of pot holes by removal of loose material, trimming of sids, cleaning of surface and providing tack coat bitumen imulsion and patch repair with 20 mm thick premix carpeting and Type B seal coat using bitumen or catonic bitumen imulsion (in 3rd and 5th year). 9] 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.

1St year

2nd year

3rd year

4th year

5th year

MAHABEER SINGH PANWAR

PARTH CONSTRUCTION

SHARDA ASSOCIATES

uma shankar singh rawat