UT09-141, Jauljibi Madkot Mr.to Kauli kanyal MR Stage-II

Amount

Repairs of damages caused by rain/ spillage of water, preparation and surface treatment of formation by removing mud and slurry filling ruts complete as directed by Engineer-in-charge and MORD specifications for Rural Roads 2014. For subgrade prepration.

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m, Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 For making Super elevation.

Construction of Embankment with material obtained from Roadway Cutting/with approved materials deposited at site from roadway as directed by Engineer-in-charge and MORD specifications for Rural Roads 2014. (Filling/Patri Filling)

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

Maintenance of Drains, The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907

Excavation in foundation for structures in all types of soils and rocks including all lead, lift and disposal of surplus material as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.

R/Wall & B/Wall

X-Drainage/ Drainage Work

K.C. Type Drain

Parapet

Construction of R.R. stone masonary in cement mortar 1:5 including supply of all materials, labour, T&P, Royalty etc required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.

R/Wall & B/Wall

X-Drainage/ Drainage Work

K.C. Type Drain

Parapet

Construction of R.R. stone masonary laid dry including bond stones, supply of all materials, labour, T&P, Royalty etc.required for proper completion of work as directed by Engineer-in-charge MORD Specification for Rural Roads 2014.

R/Wall & B/Wall

X-Drainage/ Drainage Work

Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)

R/Wall & B/Wall

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

B/Wall

K.C. Type Drain

Parapet

Providing and fixing of C.C edge stones 12cm *12cm*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 as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) 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

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, P.C.C grade M 10, Nominal mix 1:3:6

X-Drainage/ Drainage Work

Parapet

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, P.C.C. grade M 20, Nominal mix (1:2:4)

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204. (Flush Pointing)

White washing two coats on parapet walls including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in, Single Row, Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (1000 mm dia)

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, Granular material

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9, Earth filling (For marshy soil)

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 &1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6)

X-Drainage/ Drainage Work

Plain/reinforced cement concrete in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, P.C.C. grade M 25

Granular sub-base/base/surface course with local materials (Table 400.13) 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 wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408., Using Gravel mix soil

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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, crushable screenings to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. By Mechanical Means

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, crushable screenings to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. By Mechanical Means

Providing and applying primer coat Low Porosity Complying with IS:8887 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

Providing and applying tack coat with Bitumen emulsion (RS-1 grade Complying with IS:8887) using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503,

Providing laying and rolling of cold mixed open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade Catonic Bitumen Emulsion (MS grade Complying with IS:8887) to required line, grade and levelto serve as wearing cousre 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 either Type B as per MORD Specification clause 506.2

Providing and laying seal coat by Bituminous Emulsion (SS-2) Complying with IS:8887 as binder for sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type B as per Technical Specification Clause 508

Providing fixing of Title Information Board with PMGSY Logo at suitable place in the starting of the road as per standard drawing duly painted and written as directed by Engineer in charge/ as per MORD Specification for Rural Roads 2014.

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 standard drawing dully painted and written as directed by Engineer in charge/ as per MORD Specification for Rural Roads 2014.

Providing & fixing of Maintenance Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per standard drawing dully painted and written as directed by Engineer in charge/ as per IRC/ MORD Specification for Rural Roads 2014.

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 for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2. 600 mm equilateral & triangle

Maintainance Activities:

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

IInd year

III rd year

IV th year

V th year

Major Slip Clearance in all Type of Soil ,rock and boulders including cost of all material, machine,T&p etc required for proper compeletion of work as per mord specification of work 1611

Ist year

IInd year

III rd year

IV th year

V th 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

IInd year

III rd year

IV th year

V th 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

IInd year

III rd year

IV th year

V th year

Maintenance Under PBMC for (1) Trimming of grass and weeds from the shoulders/Berms and disposing of the same to suitable locations as per technical specification clause 1914. (2) Maintenance of road side drain 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 technical specification clause 1903 (4) Maintenance of scuppers & culverts by way of clearing, cleaning, erosion repair, repair to crack, parapet walls and protection works as per technical specification clause 1908. (5) Maintenance of Causeway by way of minor surface repairs, replacing guide posts, repair of fixed gauges, removal of debris providing boulders and protection works 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 stones, by way of refixing of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 meter, 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 sides, cleaning of surface and providind tack coat bitumen emulsion and patch repair with 20 mm thick premix carpeting and type B seal coat using biyumen bitumen emuision(in 3rd and 5th year) (9)Two coat White washing on parapet walls of CD work, edge stones, tree truncks and prominent rocks, patches on hill sides including preparation of surface by cleaning scrapping etc. as per Technical specification Clause 191.

Ist year

IInd year

IIIrd Year

Ivth Year

Vth Year