New construction work (Phase - II) of Jagdishila Hindaw Motor Road under CMs Announcement No.-404-2013in Ghansali Assembly. (With 3 years maintenance work)

Amount

Hill side cutting in all sorts of soil/rock which may be met during execution of work for making the road 5.95mt wide on straight reaches with extra widening on curves as specified and shown on road plan and L-section in all types of soil, rocks and shales as per Technical Specification Clause 302,304,1603 all excavated material from the road and all leads and lifts and including removal of trees with roots,bushes and final dressing of road surface after cutting work keeping in view to avoid the damages of land as well as other property of habitants also including supply of all materials ,labour,T&P etc.required for proper completion of the work as per direction of Engineer in Charge from X Sec 0/40 to 3/40

Loading and Unloading of Stone boulder / Stone aggregates / Sand / Kanker/Moorum. Placing tipper at loading point, loading with front end loader, dumping, turning forreturn trip, excluding time for haulage and return trip Taking ot put 5.5 cum from X Sec 0/40 to 3/40

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

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

Stone masonry work in cement mortar 1:5 for substructure complete as per drawing and Technical Specifications Random Rubble Masonry.

Coursed rubble Stone Masonry laid in 1:4 cement and coused sand mortar, in Abutments , scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.

Random Rubble Stone Masonry laid dry,in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications)

H.P stone filling in back of wallls including cost of all materials ,royality. T&p etc. complete, as per drawing and technical specifications Clause 1301

Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. GI wire 10 gauge as per direction of Engineer-in- charge

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).

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3.6

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4

Cement plum masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. (As per PWD Uttarakhand specifications)

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

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clause 1001

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 grade 25

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.R.C.C. grade M 25

Providing weep holes in Abutment & wing wall with 100 mm dia AC pipe ,extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per drawing and Technical Specifications.

Pointing- with cement & sand mortar (1:3) on brick work/stone masonary as per technical spections Clauses 613.3 and 1208.4

Supply and Fixing GI Pipe 40 mm dia. nominal bore railing in Bridle bridge.including all required matterial,labour,T&P etc.

Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications

Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work.

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 by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing Clause 1701

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).

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 back pillars/Level pillers 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.

Om Prakash Uniyal

MPG ASSOCIATES

Surya Prakash Raturi

M/S BEER CHAND RAMOLA