Construction of Dhapaband Milam MR to Buie Motor Road (Stage-I Balance work) Phase-XIII Length 8.913 km

Amount

HILL SIDE CUTTING- Earth work in hill road (hill side cutting):- Excavation in hilly area for construction of road in all types of soil, rocks & E&B etc. As met at site , true to lines as per plan,L section , cross slope, super elevation as required , also including uprooting & cutting of bushes ,dressing of road surface to the required level and slopes, with all lift & leads required for safe disposal of surplus excavated material at suitable dumping places indicated in drawings by mechanical means/ manual means and including construction of required coolie walling of minimum height of 0.60 mt. with the stones available from the required hill side cutting for retaining the muck, without otherwise damaging the forest , forest land , utilities, private and public properties ,including slip clearance and its safe disposal (same as per mentioned above for safe disposal of surplus excated material), till the completion of the work as per part II special conditions of contract, MORD specifications Clause 1601,1602 & 1603,and as per direction of Engineer in charge . ( Including improvement of width and grade from km 0.000 to Km 1.200)

Running Slip Clearance after hill side cutting during rainy seasons including supply of all materials, labour, T&P etc required for proper completion of work.

Construction of hill side kutcha trapezoidal drain as per drawing (top 0.60m,bottam 0.30m as per site) in accordance with the requirement as directed by engineer-in-charge and MORD spesification for rural road 2014

Construction of hill side pucca drain as per drawing including supply of all material,labour,T&P etc required for proper comletion of work as directed by engineer-in-charge and MORD Specification for rural road 2014

Excavation in foundation for retaining & brest walls in all types of soils and rocks

Construction of R.R. stone masonary in cement mortar 1:5

Providing and laying of concrete for plain concrete for structures P.C.C grade M 15

15 mm thick Plastering with 1:4 cement mortar

PROCTION WORK 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. R/WALL & B/WALL

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. R/WALL & B/WALL

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. R/WALL & B/WALL

HP stone filling in back of structures including supply of all material, labour, T&P, royalty etc. required for proper completion as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. R/WALL

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 (crate size 3.00m * 1.50m* 1.25m) as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards face complete as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.

Construction of parapet in RR stone masonry laid in 1:5, C/S mortar providing 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.(with base CC M10 )

Excavation in foundation for retaining & brest walls in all types of soils and rocks

Nominal mix 1:3.6 M 10 (hand mix)

Construction of R.R. stone masonary in cement mortar 1:5

15 mm thick Plastering with 1:4 cement mortar

Pointing with 1:3 cement mortar

White washing two coats on parapet walls

CROSS DRAINAGE WORK Construction of Pucca scupper including catch pit , including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & MORD specification as directed by Engineer-in-Charge.

Excavation in foundation for retaining & brest walls in all types of soils and rocks cu.mincluding lead, lift and disposal of surplus material as per direction of engineer - in -charge

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

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.

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards face complete as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C M 25 For Bed Block

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M-25 For Slab

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 M 25

HP stone filling in back of structures including supply of all material, labour, T&P, royalty etc. required for proper completion as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. For Bed Block

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete tonne as per drawing and technical specifications Clauses 1002, 1010 and 1202. For Slab

Construction of Catch pit as per Standerd Drawing and Design

Excavation in foundation for retaining & brest walls in all types of soils and rocks cu.mincluding lead, lift and disposal of surplus material as per direction of engineer - in -charge

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.

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 Clauses 702, 704, 1202 & 1203 of MORD Specifiction

ROAD FURNITURE Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing , directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. (precast).

same as above but 5th kilo meter stone as par standard design (precast)

Same as above but 200 mt Stone As per standard design (precast)

Providing & fixing of PMGSY Logo Board at starting point, end point and at every 2 Km distance of road length as per standard drawing duly painted and written and 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 Semi reflective Traffic Sign Boards (cautionary, mandatory & informatory) as per standard drawing duly painted and written as directed by Engineer in charge. as per IRC/ 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.

Direction and place indentification sign board up to 0.9 sqm size board. Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and as directed by Engineer in charge/ as per Clause 1701of MORD Specification for Rural Roads 2014. .

Providing and fixing of job pillar of RR stone masonry with C/S mortar of size 40x40x60 cm in depth including top & three face plaster & excavation 10 cm below ground, disposal of surplus material as directed by Engineer in charge for proper completion of work duly painted and written as per of Er-in-charge (4 No/Km) as per MORD specification Clause No. 1602.1, 1602.2, 1602.3

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

Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in charge.

Providing and laying of wire crates 3.00x1.50x1.50 in size with a 8 gauge BWG GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders weighing not less than 25 kg each.(As per PWD Uttarakhand Specification)

Construction of C.R stone masonary laid in 1:4 cement sand mortar including…. as directed by Engineer-in-charge and MORD specifications for Rural Roads 2014..

Culvert & Bridge

Construction of C.R stone masonary laid in 1:5 cement sand mortar including ….. as directed by Engineer-in-charge and MORD specifications for Rural Roads 2014.

Culvert & Bridge

Providing and fixing of C.C. edge stone 12cm X 12cmX 60cm 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 Riral Roads 2014.