New construction work Phase - II of Padagali to Langudhar Motor Road from km -08 of Jakhdhar Ghansali Motor Road under CMs Announcement No.- 167-2018 in Ghansali Assembly.

Amount

Excavation in hill side cutting for construction of motor road in all type of soil and rocks as meet at site true to lines as per L-section,Plan and cross section,camber ,superelevation as required also including uprooting and cutting of bushes dressing of road surface to the required level and slopes with all lead upto dumping places and all lift for safe disposal of surplus excavated materials including clearance of slips and keeping the road open to traffic and inspection to all vehicle in all seasons including cost of all material labour,T&P explosives etc required for proper completion of workand as per directions of Engineer-in-

Cartage for excavated materials at a suitable dumping place for enviormental protection of khudd side land of the road .loading & Unloading lime aggregate, stone boulders, brick aggregate,kankar,building rubbish, crush slag, stone for masonary work by mechanically means and per direction of engingeer in charge as per PWD specifications.

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

Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc(As perPWDUttarakhand specifications)

Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions).

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

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 1:3.6 (Hand mixing)

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

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 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)

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

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. By Manual Means

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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404.WBM Grading 1 By Manual Means (45-90 mm size).

Providing and laying parapet with PCC M 15 as per drawing & technical specifications Clauses 800 and 1208.4 Nominal mix 1:2.5:5

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on RCC Post 100 mm x 100 mm firmly fixed to the ground bymeans of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 m below ground level as per approved drawing Clause 1701.800 mm x 600 mm rectangular

Reinforced cement concrete M15 grade kilometre 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 Ordinary Kilometer Stone (Precast)

Reinforced cement concrete M15 grade kilometre 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 200 m stone (precast)

Construction of reference pillars with RR 1:6 stone masonary and Plastered with 1:4 Mortar, (totally under ground) of length 200mm, width 200mm and height 300mm) as per Fig. 1600.1 (b) and Technical Specification Clause 1602.1 of MORD specifications.

Construction of back pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications

Construction of Job pillers of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 400mm, width 400mm and height 600mm of which 100 mm shall be below ground level as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 of MORD specifications

Three years Maintenance

For First year- This includes following works as drain cleaning twice in a year,shoulder repairing,slip clearance during and after rains.

For Second year- This includes following works as drain cleaning twice in a year,shoulder repairing,slip clearance during and after rains.

For Third year- This includes following works as drain cleaning twice in a year,shoulder repairing,slip clearance during and after rains.

Ms Pooran Chand Ramola And Brothers

M/s Gautam Associates.