Construction of Foot bridge at Km.19.355, C.D at km. 21.42 and 27.757, DLR Bridge at km. 18.07 and SLR Bridge at km. 20.33 (20.308), 21.480 of Kharkai Right Main Canal

Amount

Earthwork in excavation of foundation trenches in ordinary soil (vide classification of soil item - A ) and disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5M including levelling, ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I.(7.1.27)

Extra for earth work in hard soil (Vide classification of soil item-B) all complete as per specification and direction of E/I.(7.1.10)

Earth work in excavation of canals having full supply discharge between 28 cumecs (1000 cusecs) and 8.5 cumecs (300 cusecs) in ordinary soil (vide classification of soil item-A) including clod breaking laying earth in bank in layers of 225mm and rough dressing with initial lead of 15 M. and lift of 1.5 M. as per approved design, specification and direction of E/I.(7.1.7)

E/W in excavation of cut off tranches by the hydraulic excavator as per designed section in soft rock (where blasting is not needed) (vide type of soil item -C) with disposal of spoil upto 500 M with all lifts by tipper including construction and maintanance of haul road all complete as per specification and direction of E/I.(7.1.43.6)

Excavation in canal by hydraulic excavator (rock breaker) as per designed section in soft rock (where blasting is is prohibited) vide type of soil item-C with disposal of spoil upto 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.(7.1.43)

Providing and laying clean sand in filling in foundation trenches including ramming as well as royalty and all taxes etc. as per spe- cification and direction of E/I.(5.4)

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (7.1)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications(PCC Grade M15)(7.2(A))

Plain/Reinforced cement concrete in open Sub-structure complete as per drawing and technical specifications(PCC Grade M15)(7.3(A)P

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification RCC M20 Grade Using concrete mixer(7.2©,Case-1)

Plain/Reinforced cement concrete, in well Sub-structure complete as per drawing and technical specification PCC M20 Grade Using concrete mixer(7.3(B)P,Case-1)

Plain/Reinforced cement concrete, in well Sub-structure complete as per drawing and technical specification RCC M20 Grade Using concrete mixer(7.3(E)P,Case-1)

Plain/Reinforced cement concrete, in well Super structure complete as per drawing and technical specification RCC M20 Grade Using concrete mixer(7.4(A),Case-1)

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications (8.1)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications (8.3)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications (8.5)

Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150 mm.thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job, as per specification and direction of E/I.(7.1.31)

E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil - A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots, or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I (.Lead Beyond 150 M but upto 500 M. (7.1.26.1))

Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density, including sprinking the required quantity of water, making arrangement for supply and carriage of water with all leads and lifts, finishing the surface as per plan and drawing, including hire charge of compaction machine and other tools and plants etc. for lined canal all complete as per specification and direction ofE/I (Mode of measurementsectional measurement of compacted earth).(7.1.3)

Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I.(7.8.6)

Providing drainage spout with 230 mm m.s. grating 100 mm dia 1 m long G.I. Pipe including cost of all materials and labours as per approved design, drawing technical specification and direction of E/I (14.09.R.C.D.)

Providing and laying Ashphalt sheet (Shalimar tarphet BH (type II Group-I) as bearing on pier and abutment.(WRD M-266,Page-51)

Providing and fixing in position bitumen filler (bitumen, cement and sand) in construction joints complete job as per specification and direction of E/I.(7.8.4)

Providing and fixing in position 25mm thick bituminastic board (shallitex or equivalent) as per I.S. 1838-1983 in expansion or construction joints, all complete job as per specification and direction of E/I.(7.8.3)

Earthwork in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30 M and lift of 1.5M. including the cost of formation of sub grade of canal lining, profiling, levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I.(7.1.21)

Providing and placing sand filter free from clay and other organic materials (F.M. 2.5 to 3.0) in slope and bed of the canal, below lining including the cost of watering, compaction, royalty and other taxes as per specification and direction of E/I. (where depth of cutting is more than 6M [20ft]).(7.2.8)

Providing 100mm thick P.C.C.M-100 with nominal mix of (1:3:6) with well graded stone chips(20mm and down ) and coarse sand of approved quality or required F.M (2.5 to 3.0) in side and bottom curv portion of the canal in panel with construction for including cost of form work and its removal,curing, royalty and all other taxes etc. all complete job as per specification and direction of E/I. (7.2.19)

Providing 100mm thick P.C.C.M-150 with nominal mix of (1:2:4) with well graded stone chips(20mm and down ) and coarse sand of approved quality or required F.M (2.5 to 3.0) in side and bottom curv portion of the canal in panel with construction for including cost of form work and its removal,curing, royalty and all other taxes etc. all complete job as per specification and direction of E/I. (7.2.19.1)

Supplying, fitting and fixing of M.S steel angle joints in deck slab…...do…... all complete as per specification and direction of E/I.(WRD M-195,B(iii),Page-41

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401(i)for grading- I Material,(R.C.D 4.1(A)(i))

for grading- II Material, (R.C.D 4.1(A)(i))

Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)(R.C.D'4.12)With Vibratory Roller

Dense Graded Bituminous Macadam(providing and laying dense bituminous macadamwith 100 120 TPH batch type HMP producing an average output of 75 tonnes --do--do-- as per MoRTH specification clause No. 507 complete in all respect.) With VG-30 Grade Bulk Bitumen. 5.6 (B)(i)for Grading I ( 40 mm nominal size )(R.C.D 5.6 (B)(i))

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects)(ii) for GradingII(10 mm nominal size)('R.C.D 5.8(ii))

Prime coat (Providing and laying prime coat with bitumen emulsion on prepared surface of granular base including clearing of road spraying primer at the rate of 0.60 kg/sqm using mechanical mean.) (RCD-5.1)

Tack coat (Providing and laying Trak coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleand with mechanical meanbroom.) (RCD-5.2)

Providing & laying Hessian cloth

Providing & laying L.D.P.E.

Providing 10mm thick vertical joints at suitable interval, joints filled with bitumenous materials of approved quality including royalty all taxes etc. all complete as per specification and direction of E/I.For canal side slope

For canal bed

Providing and laying dry pitching with precast concrete block 600mm x 600mm x 300mm size of M-100 with nominal mix of (1:3:6) in floor and flank wall -do- complete job as per specification and direction of E/I.(7.7.17)

Supplying and Labour for laying fine filter(sand) under brick pitching or boulder pitching in slope and apron including light ramming etc.all complete as per specification and direction of E/I. (M002 +7.7.13)

Supplying and Labour for laying stone chips under brick pitching or boulder pitching in slope and apron including light ramming etc.all complete as per specification and direction of E/I. (M031 +7.7.13) refer M031 from part B cor page 12

Supplying and laying good quality of stone metal filter (20mm to 63mm size) in the rock toe, heel trenches, toe drain as per design and drawing including the cost of materials, royalty, all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. (SRno. 5.6.3) refer SOR part A cor sl no 6.3 page 157

Supplying fitting and fixing Rubber seal (water stop) of approved quality for construction joints complete job as per specification and direction of E/I. (7.8.2

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

Supplying, fitting and fixing copper strip of 16 gauge of approved quality (with 99% purity) in expansion joints complete job as per specification and direction of E/I. (SR no.7.8.1)

Carraige of construction materials by Mechanical Means including loading, unloading and stacking at site etc. all complete as per direction of E/I.

Cement

Stone chips

Stone metal

Steel

Bitumin

Cement

Stone chips

Steel

Cement

Stone chips

Steel

Cement

Stone Chips

Stone Metal

Steel

Cement

Stone chips

Steel

Cement

Stone Chips

Stone Metal

Steel

Add GST @12%

Add Labour Cess @1%

MEGOTIA CONSTRUCTION PVT LTD

Specific Construction (P) Ltd

RAJESH KUMAR CONSTRUCTIONS PVT. LTD.

LORDS INFRACON PRIVATE LIMITED

Shaurya civil constructions pvt ltd