UT-13-25 THIRANG TO SALANG M/R

Amount

Earth work in hill road (hill side cutting/ filling):- Excavation in hilly area for construction of road in all type of siols & 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 including in the drawing with out damaging forest and forest land including slip clearance during hill side cutting as directed by Engineer-in-charge.

Running Slip clearance after hill side cutting during construction in rainy seasons for opening communication and disposal of Slip as directed by Engineer-in-Charge. including supply of all material ,labour and T&P etc. required for proper completion of work.

Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment sub grade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

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 as per Technical Specification Clause 305.1&300

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 Masonry laid dry in breast wall, retaining wall, parapets, scupper etc. Including supply of all materials, labour, t & p & royalty etc, required for proper completion of work. (As per PWD Uttarakhand specifications)

Providing & laying HP stone filling in back of walls 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 and laying of boulder apron laid in wire crates of 3.00 X 1.50 X 1.25 meter size with 4mm 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 1301.4.3 of MoRD and as directed by Engineer in charge.

Providing and fixing of C.C. edge stone 12 cm X 12 cmX 60 cm Size in M-15 Cement Concrete With 4 nos. 8mm dia HYSD vertcal bars and 3 nos. 6mm dia MS bar Strrups as per approved Drawing including 2 coat White washing on valley side of formation as directed by Engineer-in-Charge and MORD specfication for Rural Roads 2014.

Construction of parapet in RR stone masonry laid in 1:6, C/S mortar providing M10 grade concrete in foundation and M20 cement concrete in top, plaster in 1:4 C/S mortar & flush pointing in 1:3 C/S mortar as required and specified in detailed drawing with white washing complete as per the direction of Engineer in charge.

Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, cu.m retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20

Plastering with cement mortar (1:6), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

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

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

Random Rubble dry stone masonary in Coolie walling for edge/ filling protection / retain debrics in valley side including supply of all material labour T&P. etc as per drawing required for proper completion of work as directed by Engineer in charge.

DRAINAGE WORK

SIDE DRAIN

Construction of Hill side Pucca KC drain in accordance with the requirement of specification true to line and grades. Dimensions and other particulars as per drawing including all material labour T&P. etc. required for proper completion of the work as directed by Engineer in charge

Excavation in Foundation

R.R. Stone masonary laid in 1:5

P.C.C grade M 15

Plastering with cement mortar (1:4),

Construction of Hill side Kutcha drain (0.50mX 0.45m) size as per drawing excluding in gaps for C/D structures including excavation in all type of soil and rock as met at site with all material, labour, T&P lead, lift & disposal of excavated material etc. as directed by Engineer in charge.

Scupper and catch pit

Construction of causeway as per drawing including supply of all material, labour, T&P etc required for proper completion of work as per detail MORD specification and as per direction of Engineer-in-charge and technical specification.

Excavation in foundation

Kharnja RR Dry for Cause way

R. R. Stone masonry In check wall & R/wall in 1:5

providing and laying of boulder apron laid in wire crates

Construction of scupper as per drawing including supply of all material, labour, T&P etc required for proper completion of work as per detail MORD specification and asl per direction of Engineer-in-charge and tech

Excavation in foundation

CC M 10 in foundation

R. R. Stone masonry laid in 1:5

110mm dia PVC pipe for weep hole

RCC grade M 25

PCC grade M 20

Back filling

HYSD Steel

catch pit

Excavation in foundation

R. R. Stone masonry laid in 1:5

R. R. Stone masonry laid in Dry

Road Furniture

Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

5th Kilometer Stone (precast)

Ordinary Kilometer Stone (Precast)

200 m stone (precast) Hectometer stone.

Providing & fixing of PMGSY Logo Board at starting point, as per attached standard drawing duly painted and written as per MoRD specification and direction by Engineer in charge.Technical Specification Clause 1701

Providing & fixing of PMGSY Logo Board at end point and 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 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.Clause 1701 and Annexure 1700.1

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.Clause 1701 and Annexure 1700.1(starting and every 5Km)

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 MAINTENANCE BOARD as per attached drawing and as per the MoRD specification and as directed by Engineer-in-charge.Technical Specification Clause 1701

X, Slope Stability, Soil Erosion & Top Soil Conservation

Seeding and Mulching- Preparation of seed bed on previously laid top soil, furnishing and piacing of seeds, fertilizer. Mulching material, applying bituminous emulsion at the rate of 0.231 per sqm and laying and fixing jute netting, including watering for 3 months all as per clause 310 & S.No 8.11 MORD Specification 1600 & 300.

Development of Dumping place & Slope Protection- 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

Wire crate

Coolie wall

OTHER WORKS

Constructoin of (200x200x300) mm size reference/level pillars in RR Mud motor stone masonary and plaster in 1:4 on three sides and top on each pegs (40 Nos./Km.) including white washing and letter writing supply of all material, labour, T&P etc. required for proper complection of work as per technical MORD specification Clause 1602.1

Constructoin of (300x300x400) mm size back cutting pillars in RR mudmotor stone masonary and plaster in 1:4 on three sides and top in front of each level pillar (40 Nos./Km.) including white washing and letter writing supply of all material, labour, T&P etc. required for proper complection of work as per technical MORD specification Clause 1602.3

Constructoin of (400x400x600) mm size Job pillars in RR mud motor stone masonary and plaster in 1:4 on three sides and top in both end including white washing and letter writing supply of all material, labour, T&P etc. required for proper complection of work as per technical MORD specification Clause 1602.4

Emergency Maintenance

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

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

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

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

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.

Ist Year

IInd Year