CONSTRUCTION OF CANAL ESCAPE AT CH.575.00/569 AND RESIDUAL EARTHWORK FROM CH. 486.00 TO CH. 558.00 AND CH. 592.00 TO CH. 715.00 OF PUNASI MAIN CANAL UNDER PUNASI RESERVOIR SCHEME

Amount

Earthwork in excavation of foundation trenches in ordinary soil (vide classification of soil item - A) and disposal of excavated earth so obtained 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 WRD S.O.R. item 7.1.27 page -118

Extra for earth work in hard soil (Vide classification of soil item -B ) ll complete as per specification and direction of E/I. WRD S.O.R. item 7.1.10 page -115

P.C.C. 1:3:6 in foundation (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 .) 7.1/12.4 PART A

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC grade M15 ( 7.2 A/12.8 A PART A )

Plain/Reinforced cement concrete P.C.C.(M-15) in sub-structure complete as per drawing and technical specifications PCC grade M 15 height upto 5 M using concrete mixer.(7.3A(P)/ 13.5 Part A (p) )

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC grade M 20 using conrete mixer. 7.2 C case 1 /12.8 C case 1

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC grade M 20 height upto 5 M using concrete mixer. 7.3 E(P) case 1/13.5 E (P) case 1

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC grade M 20 using concrete mixer for solid slab super structure height upto 5m.(7.4 A case 1(i)(p)/14.1 A case 1(i)(p))

Providing & fixing in position 25 mm thick bituminastic board( shallitex or equivalent) as per IS 1838-1983 in expansion or construction joints are complete job as per Specification and direction of E/I.. WRDSOR item no7.8.3

Providing weep hole with dry graded stone filter of 20 mm to 40mm size in abutment and wing wall as per specification and direction of E/I. WRD 6.7.6/6.9

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications ( 8.1/12.40 part A)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications ( 8.3/13.6 part A)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications ( 8.5/14.2)

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

Drainage spouts complete as per drawing and technical specifications (R.D.D. S.O.R. item no.- 14.9)

Supplying shalimar tarphelt BH (Type ii group 1)Sl. No. 79 Page no.- 48 Part A

Preparation of seat of embankment or canal by 75 mm ploughing and removing the grass roots etc . as per specification and direction of E/I 7.1.1

E/w in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil , soil mixed with kankar , pebbles, and boulders upto 300mm size and disposal of spoil upto 500 m with all lifts by tipper incuding construction and maintenance of haul road all complete as per specification and direction of E /I 7.1.43.2

E/w in excvavtion in canal by the hyraulic excavator as per designed section in soft rock (where blasting is not needed ) vide typ 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 7.1.43.6

E/w in excavation in canal by the hyraulic excavator as per designed section in soft rock (where blasting is not needed ) (vide type of soil item - C ) with disposal of spoil beyond 500 m but upto 1000 M with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I 7.1.43.7

E/w in excavation in canal by the hydraulic excavator (rock breaker ) as per designed section in soft rock (where balsting 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 diretction of E / I 7.1.43.8

E/w in excavation in canal by the hydraulic excavator (rock breaker ) as per designed section in soft rock (where balsting is prohibited ) vide type of soil item -C with disposal of spoil beyond 500 m but upto 1000 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and diretction of E / I 7.1.43.9

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 and direction of E /I lead beyond 150 M but upto 500 M 7.1.26.1

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 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 and direction of E /I lead beyond 1/2k M but upto 1KM 7.1.26.2

DEWATERING by Diesel Pump per 10 H.P.(47/PM29) page 69

Fine dressing of the canal banks or embankment and turfing with 75mm thick grass sods, obtained within lead of 150 M including the cost of watering the grass surface till it acquires greenness as per specification and direction of E/I 7.1.42.1

Exra for each lead of 150 m over initial lead of 150 m 7.1.42.2

Labour for rolling and compacting the earth in layers of 225 mm thick at OMC by sheep foot roller driven by tractor to achieve minimum 95 % of maximum dry density, including sprinkling 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 of E/I.9(mode of measurement-sectional measurement of compacted earth) 7.1.39

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. 7.8.1

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

Carriage of Materials by tipper including loading , unloading and stacking at work site (a) Cement (10 KM P)

(b)Sand (1 KM K + 10 KM P)

(c) Stone Metal ( 1KM K + 34 KM P)

(d) Stone Chips ( 1 KM K + 34 KM P)

(e) Steel (10 KM P)

GST @ 12% (system generated, hence no separate rate is to be quoted for this item)

Labour Cess @ 1% (system generated, hence no separate rate is to be quoted for this item)

M/s Hardev Construction Pvt. Ltd.