Construction of S.L.R. Bridge at ch. 1148.350, Escape Channel at ch. 569/575 and C.D. at ch. 644.00 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 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 ) ll complete as per specification and direction of E/I. 7.1.10

E/w in excavation in ordinary rock or soft rock (where blasting is not needed) (vide classification of soil item-C) with initial lead of 10m and lift of 1.5m including dressing making the sides in proper profile and dressing the bed in proper grade etc all complete as per specification and direction of E/I . (7.1.12.2)

Earth work in filling in canal bank (canal discharge upto 28 cumecs) as well as special repair of canal bank in ordinary soil in proper profile (vide classification of soil item - A)obtained from borrow area or any other sources free from logs , roots or any other ingredients etc with initial lead of 15 M and lift of 1.5 M including breaking clods to maximum 50mm cube placing the earth in layers not exceeding 225mm thick complete as per specification and direction of E/I. (Mode of measurement sectional measurement shall be of compacted earth).7.1.25

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 & 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 60mm size , placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I. Lead Beyond 150 M but upto 500M sor wrd7.1.26.1

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 & 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 60mm size , placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I. Lead Beyond 1/2KM but upto 1KM wrd7.1.26.2.

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 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.(Mode of measurement - sectional measurement shall be of compacted earth)7.1.39

PCC 1:3:6 in foundation (plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed , placed in foundation and compacted by vibration including curing for 14 days. ( SOR RCD PART B 12.04 pg no. 477)

Plain/Reinforced cement concrete M 15 in open foundation complete as per drawing and technical specifications PCC grade M15 using batching plant and manual placing ( SOR RCD PART B 12.08 A case II )

Plain / Reinforced cement concrete RCC grade M20 using using batching plant , transit mixer and manual placing in open foundation complete as per drawing and technical specification . (SOR RCD PART B 12.08 C case II )

Plain / Reinforced cement concrete RCC grade M20 height upto 5m using using batching plant , transit mixer and concrete pump in sub structure complete as per drawing and technical specification . (SOR RCD PART B 13.05 E (p) )

Supplying boulder with minimum size of 300 mm for pitching at quarry.( SOR WRD PART B M-018 pg no. 81)

Labour charge for pitching with stone boulder duly packed in slope and apron with materials within 150m of worksite and all lifts as per specification and direction of E/I .(6.6.6 WRD)

Furnishing and placing Prestressed / Reinforced cement concrete RCC grade M20 height upto 5m using batching plant , transit mixer and concrete pump in super structure complete as per drawing and technical specification . (SOR RCD PART B 14.01 A (i) p )

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

Providing weep holes with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per secification and direction of E/I 6.7.6 Part A 6.9

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. (SOR RCD PART B 12.42)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications. (SOR RCD PART B 13.06)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. (SOR RCD PART B 14.02)

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 clause (R.C.D. SOR item no. 14.9)

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour , royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement - compacted volume)(SOR BCD PART B 5.1.10)

Plain / Reinforced cement concrete PCC grade M15 height upto 5m using batching plant and concrete pump in sub structure complete as per drawing and technical specification . (SOR RCD PART B 13.05 A (p) )

Angle in expansion joint (SOR WRD PART B M-195 (b) (iii) 75x75x10 Gr. A pg no. 40)

Supplying shalimar tarphelt BH (type - II, Group -I)Sl. No. 79 WRD SOR Part B(M-266) pg no. 61

Providing and laying dry pitching with precast concrete Block 600 mm X600mm X 300mm size of M-100 with nominal mix of (1:3:6) in floor and flank wall with approved quality of graded coarse aggregate of required grade(as per design) and approved quality of sand of required F.M.(2.5 to 3.0) washed and screened including necessary formwork , tools and plants , vibrating , curing as well as royalty and all taxes all complete job as per specification and direction of E/I. wrd7.3.17

Supplying aggregates 63mm to 2.8mm at quarry. (M-031 PART A)

Labour for laying fine filter (sand) or course dry graded filter either of jhama khoa or stone metal or 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. (7.7.13)

Dewatering by 10 H.P.Diesel Pump [PM-29 page no.- 82 WRD SOR Part B]

Supplying,fitting and fixing copper strip of 16 gauge of approved quality( with 99% purity) in expension 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 wrd7.8.2

E/w 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 15m and lift of 1.5m as per approved design , specification and direction of E/I . (7.1.7)

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

(b)Sand (1 KM K + 20 KM P)

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

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

(e) Steel (10 KM P)

(f) Boulder (1KM +34KM P)

GST @ 18% (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)

UMESH AND MANIK CONSTRUCTION PVT. LTD.

Divya Engicon Private Limited