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| 1 | Clearing of grass and removal of rubbish upto a distance of 1.5 m outside the periphery of the canal on both the banks ( RCD SOR 2.02) |
| 2 | Earthwork in bed clearance or desilting of canal carrying F.S. Discharge between 8.5cumecs (300 cusecs) and 0.14cumecs (5cusecs) and renovation of pynes etc disposal of excavted earth etc in ordinary soil including rough dressing with initial lead of 10m and lift 1.5m as per specification and direction of E/I (7.1.20) |
| 3 | E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grage A and B type soil (vide soil A and B) in proper profile excavation by hydraulic machine and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots or any other ingradients with all lift including breaking clots to maximum 60 mm size, placing earth in layer not exceeding 225 mm thick all complete as per specification and direction of E/I. (As per TEC Letter No. Dated 22-09-06)Beyond 150 m upto 1/2 km. (S.R. No. 7.1.26.1) |
| 4 | Labour for rolling and compacting the earth in layers of 225 mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density. Including sprinkling the required quantiry or water, making arrangement for supply and carriage of water with all lead and lift finishing the surface as per plan and drawing, including hier change of compaction machine and other tools and plants etc. for line canal all complete as per specification and direction of E/I. (S.R. Item No. 7.1.39) |
| 5 | Watering and consolidation of earth laid in 150 mm to 225mm layers by manual labour with C.I hammer to achieve minimum 85 % of maximum dry density including supply of water and necessary tools and plants with all lead and lifts all complete as per specification and direction of E/I. (S.R. Item No. 7.1.38) |
| 6 | Earth work in lip cutting in side slopes and bed of canals in ordinary soil with initial lead of 30 m and lift of 1.5 m. including the cost of formation of subgrade of canal lining profilling, levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design specificatioln and direction of E/I. (7.1.21) |
| 7 | Providing and placing sand filter free frome clay and other organic materials FM 2.5 to 3.0) in slope and bed of canal below lining including cost of watering compaction royality and other taxes as per specification and direction of E/I (7.2.8) |
| 8 | Providing 100 mm thick P.C.C. lining in M150 with nominal mix of (1:2:4) with well graded stone chips (20 mm and down) and coarsed sand of approved quality required F.M. (2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joints including cost of formwork 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) |
| 9 | Providing 10 mm. thick vertical joints at suitable interval joints filled with sealing compound of approved quality including roaylty and all other taxes etc. all complete job as per specification and direction of E/I. (specification as per drawing)For canal side slope (S.R. item no. 7.2.10.1) |
| 10 | Providing 10 mm. thick vertical joints at suitable interval joints filled with sealing compound of approved quality including roaylty and all other taxes etc. all complete job as per specification and direction of E/I. (specification as per drawing).For canal bed (S.R. item no. 7.2.10.2) |
| 11 | Supplying and Labour charge for laying and fixing LDPE film below bed and curvature including carriage upto work site all complete as per direction of E/I. |
| 12 | Supplying, fitting, fixing hessian cloth of approved quality one side laminated with 25 micron LDPE film of approved quality on slope of canal below lining all complete job as per specification and direction of E/I ( Rs. 38.00 + 4.5% O.H. + 10% C.P. = Rs. 43.68 ) M-268 PART A |
| 13 | Supplying & labour for painting with sealing compund of approved quality in two layers (1st layer @ 1 litre / 2.00 M2 and 2nd layer @ 1 litre / 4.00 M2) in construction joints in pannels & sleeper including cost of brushes etc. and all other arrangements with carriage of materials to work site all complete as per specification and direction of E/I. (Approved Rate) |
| 14 | Earth work in excavation in canal having discharge between 8.5 cumec (300 cusec) and 0.14 cumecs ( 5 cusec) in ordinary soil (vide classification of Soil item-A) including clod breaking, having earth in 225 mm layer and rough dressing of soil with intial lead of 10 m and lift of 1.5 m all complete as per specification and direction of E/I . (7.1.8) |
| 15 | Earth work in excavation of foundation trenches in ordinary soil ( vide classification of soil item - A ) and disposal of excavated earth so obtained to a distance up to 50 M and average lift of 1.5 M 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) |
| 16 | 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) |
| 17 | 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 up to 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) |
| 18 | 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. ( 7.1.37 ) |
| 19 | PCC (1:3:6) IN foundation ( plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate , 40 mm in size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days.(RCD 12.04) |
| 20 | Plain /Reinforced cement concrete in open foundation completed as per drawing and technical specifications (RCC GRADE M20 )(RCD 12.08 C CASE II) |
| 21 | PCC GRADE M15 USING BATCHING PLANT AND MANUAL PLACING(RCD 12.08 A CASE II ) |
| 22 | Plain /Reinforced cement concrete in sub structure completed as per drawing and technical specifications( PCC GRADE M15) ( Height upto 5 m)RCD 13.05 A(P) |
| 23 | Plain /Reinforced cement concrete in sub structure completed as per drawing and technical specifications( RCC GRADE M20 UPTO 5 M)RCD 13.05 E(P) |
| 24 | Plain /Reinforced cement concrete in super structure completed as per drawing and technical specifications( for slab )upto 5 m.(RCC M20)RCD 14.01 A i(P) |
| 25 | supplying fitting and placing HYSD bars reinforcement in foundation complete as per drawing and technical specifications(RCD 12.42) |
| 26 | supplying fitting and placing HYSD bars reinforcement in substructure complete as per drawing and technical specifications(RCD 13.06) |
| 27 | supplying fitting and placing HYSD bars reinforcement in super structure complete as per drawing and technical specifications( RCD 14.02) |
| 28 | 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 anddirection of E/I.(7.8.3) |
| 29 | Providing and fixing in position bitumen filler ( bitumen ,cement and sand) in construction joints all complete job as per specification and direction of E/I.(7.8.4) |
| 30 | Providing drainage spout with 230 mm*230 mm m.s. grating, 100 mm dia 1m long G.I. Pipe including cost of all materials and labours as per approved design, drawing technical specification and direction of E/I.(RCD 15.17) |
| 31 | Providing two layers Ashphalt sheet (Shalimar tarphelt BH (type II Group -1))as bearing on pier and abutment as per direction of E/I. 1.1495 X 1780 = 2046.11(Sl. No. 79 page 61 of WRD) |
| 32 | Supplying fitting and fixing 65 x 65 x 6 mm iron anggle splet anchor rod 10 mm dia. Welded to iron angle @ 300 mm c/c in expansion joint of deck slab .(1.1495*64000= 73568.00)(Sl. No. 158 (b)(1) page 40 of WRD) |
| 33 | 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) |
| 34 | 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.(6.7.6) |
| 35 | Supplying Fitting and fixing of copper strip of 16 gauge approved quality (with 99% purity) in expansion joints complete job as per specification and direction of E/I. (6.7.1) |
| 36 | Supplying Fitting and fixing of rubber seal (water stop) of approved quality (with 99% purity) in expansion joints complete job as per specification and direction of E/I. (6.7.2) |
| 37 | 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. (S.R. No.-5.6.3) |
| 38 | Providing and laying dry pitching with precast concrete block 600mmX600mmX300mm size of M10O with nominal mix of (1:3:6) in floor and flank wall -do-complete job as per specification and direction of E/I.(7.3.17) |
| 39 | Supplying laying boulder in rock toe, heel trenches of the dam as per design , drawing including the cost of materials royalty and all taxes etc. but excluding the cost of carraige all complete as per specification anf direction E/I. (5.6.4) |
| 40 | Carriage including loading unloading of materials (Cement) |
| 41 | Carriage including loading unloading of materials (Sand) |
| 42 | Carriage including loading unloading of materials (Stone Chips) |
| 43 | Carriage including loading unloading of materials (Stone Metal) |
| 44 | Carriage including loading unloading of materials (Boulder) |
| 45 | Carriage including loading unloading of materials (Steel) |
| 46 | Add GST @18% |
| 47 | Add Labour Cess @1% Please Enable Macros to View BoQ information |
