Construction of earthwork, Lining and structure from km. 23.605 to 25.10 km. including barrel type C.D. at km. 23.900, Fall at km. 24.350, C.D. at km. 24.470 and C.D. at km. 24.710 of Kharkai Right Main Canal.

Amount

clearing and grubing road lane ( clearing and grubing road lane including uprooting,rank, vegetation, grass, bushes, shrubs, sapings and tree girth up to 300 mm, removal of stumps of trees cut earlier and disposing of unserviceable materials to be used or auctioned up to lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness) by mechanical mean in light jungle ( 2.3 (ii) A)

Earthwork Excavation of canal 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. (vide SOR item no 7.1.7)

Extra for Earthwork in hard soil (Vide classification of soil item -B) all complete as per specification and direction of E/I. (vide SOR item no 7.1.10)

E/W in excavation in canal 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 beyond 30 m but 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. (SR no7.1.43.6)

E/W in excavation in canal by the hydraulic excavator(Rock breaker) as per designed section in soft rock (where blasting 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.(vide S.O.R. item 7.1.43.8 ).

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. (As per TEC Letter No. 587 Dated 22-09-06).

Lead Beyond 150 M but upto 500 M. (S/R item no.7.1.26.1) june 2021

Lead Beyond 500 M but upto 1 KM. (S/R item no.7.1.26.2) june 2021

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 of compacted earth). (S/R item no.7.1.39) june 2021

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 upto50M and average lift of 1.5M including leveling, ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I (SR no7.1.27)

E/W in excavation in canal 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 beyond 500 m but upto1000 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (SR no7.1.43.7)

Providing Coarse clean local sand in filling in foundation trenches including ramming ,watering,royalty and all other taxes complete job as per specification and direction of E/I (WRD SOR 7.1.37)

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) (SR no7.3.3, reference- SOR Part A cor serial no- 7.1 page-47)

Plain/reinforce cement concrete in foundation complete as per drawing and technical specification. ( 7.2) A- PCC grade M15 - (,reference- sor part A cor- 7.2 A, page-47)

Plain/reinforce cement concrete in sub-structure complete as per drawing and technical specification. ( 7.3) A- PCC grade M15 - height upto 5 m (SR no7.3.4,reference- sor part A cor- 7.2 A, page-47)

Plain/reinforce cement concrete in sub-structure complete as per drawing and technical specification. ( 7.3) E- PCC grade M20 - (p)height upto 5 m case I- using concrete mixer reference- sor part A cor- 7.3 E(p) case i, page-47)

Providing weep holes 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) refer- Part A cor sl. No- 6.9 page 45

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

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. (SR no.7.3.17)

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 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)

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. (S/R item no.7.8.3)

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. (S/R item no.7.1.31) refer SOR part B cor page 36

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 -do- complete as per approved design, specification and direction of E/I. ( WRD SOR 7.1.21 )

Providing and placing sand filter free from clay and other organic materials 9 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 6 M { 20 ft } ( WRD SOR 7.2.8 ) refer SOR part B cor page 39

Supplying and Labour for laying coarse dry graded filter under brick pitching or boulder pitching in slope and apron including light ramming etc.all complete as per specification and direction of E/I. (M001+7.7.13)

Supplying and laying gravel filter (size 5mm to 15mm ) in filter blanket and in the toe drain ( in horizontal portion) of the dam as per design, drawing including the cost of materials royalty and all taxes etc. but excluding the cost of carriage all as per specification and direction of E/I. SOR 5.6.2 refer SOR part A cor sl no 6.2 page 157

provinding 50 mmdia non return pocket vavle complete with bolts and nuts etc all complete as per specification and direction of E/I

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

Supplying and labour charge for laying and fixing LDPE film below bed and curvature including carriage up to work site all complete as per direction of E/I.

Supplying hessian cloth ( 0.3 kg /m2 cot) including labour charges in slope below lining all complete job as per specification and direction of E/I . ( page 30 sl. No. 67 of SOR 01.07.2016) (1.1X33.85= 38.34 per Sq.M)

Providing 10mm thick vertical joints at suitable interval, joints filled with bituminous materials of approved quality including royalty all taxes etc. all complete as per specification and direction of E/I. in slope (WRD SOR 7.2.10.1 ).

Providing 10mm thick vertical joints at suitable interval, joints filled with bituminous materials of approved quality including royalty all taxes etc. all complete as per specification and direction of E/I.In bed (WRD SOR 7.2.10.2)

Providing TMT bar. reinforcement (tor steel) as per approved design. drawing, removal of rust, cutting, bending,binding, including supplying annealed wire, placing M.S. rods in position all complete job as per specification and direction of E/I. (S/R item no.7.3.22a)

Supplying, fitting and placing HYSD bar r/f in Sub structure complete as per drawing and technical specification. Sor common cor- 8.3 page 52

Carriage of materials including loading, unloading and stacking at site. Etc all complete as per direction of E/I

Cement for 23.990 km

Sand for 23.990 km

Stone chips for 23.990 km

Stone Metal for 23.990 km

Steel for 23.990 km

Cement for (24.470,24.350 and 24.710 km)

Sand for (24.470,24.350 and 24.710 km)

Stone chips for (24.470,24.350 and 24.710 km)

Stone Metal for (24.470,24.350 and 24.710 km)

Steel for (24.470,24.350 and 24.710 km)

Add GST @12%

Add Labour Cess @1%

BHARTI BUILDCON

LORDS INFRACON PRIVATE LIMITED