Unit Rate For Various Item For Canal Repairing/ Maintenance Of Various Scheme Under Kadana Division No.1, Diwada Colony.--1 A -1 Dismantling the existing stone masonry including sorting out and stacking the useful material and removing the debries and making good the damages etc. complete as directed. In Cement Mortar Cum 1.00 2 A -2 Dismantling the existing brick masonry including sorting out and stacking the useful material and removing the debries and making good the damages etc. complete as directed. In Cement Mortar Cum 1.00 3 A -3 Dismantling the existing foundation concrete including sorting out the dismentalled stuff and stacking the useful material, removing the debries and making good the damages etc. complete as and where directed. Cement Concrete Cum 1.00 4 A -4 (A) Dismantling the R.C.C. work and disposing off the stuff including stacking of the useful materials etc. complete as directed. Light Reinforcement ( Main bar upto 16 mm. dia. ) Cum 1.00 5 b) Heavy Reinforcement ( Main bar above 16 mm. dia. ) Cum 1.00 6 A -5(i)(a) Dismantling the existing R.C.C. Pipes including sorting out and stacking of the useful materials of the following diaMeters including refilling the trenches etc. complete as directed. NP_2 pipes 150 mm. to 400 mm. Meter 1.00 7 A -5(i)(b) 450 mm. to 600 mm. Meter 1.00 8 A -5(i)(c) 600 mm. to 900 mm. Meter 1.00 9 A -5(i)(d) 1000 mm. to 1200 mm. Meter 1.00 10 A -5(i)(e) above 1200 mm. Meter 1.00 11 A -5(ii) (a) I.R.S. Pipe 450 mm. to 600 mm. Meter 1.00 12 A -5(ii) (b) 650 mm. to 900 mm. Meter 1.00 13 A -5(ii) (c) 1000 mm. to 1600 mm. Meter 1.00 14 A-6 (a) Dismantalling the existing road surface including disposing off the dismentalled materials and stacking the usefull materal as directed Cement concrete road Sqmt 1.00 15 (b) Asphalt road Sqmt 1.00 16 (c) WBM road Sqmt 1.00 17 A- 7 (a) Dismantalling the C.C. lining including including disposing off the dismentalled materials as directed etc. complete. 7.50 cm thick Sqmt 1.00 18 (b) 10.0 cm thick Sqmt 1.00 19 (c) 15.00 cm thick Sqmt 1.00 20 (d) 20.00 cm thick Sqmt 1.00 D PLASTERING 21 D-1 Scrapping out the old pointing and cleaning the surface including racking out the joints 20 mm. deep. Sqm 1.00 22 D-2 Providing cement pointing in C.M.1:3 for exposed face of dry rubble pitching including racking out joints 25 mm. deep including watering curing etc.complete. Sqm 1.00 23 D-3 Providing cement pointing in C.M.1:3 to the brick masonry and stone masonry for exposed faces including watering, curing, scaffolding wherever necessary etc.complete. Sqm 1.00 24 D-4 Providing vata in C.M. 1:3 including finishing, curing,etc.complete size 0.10 m x 0.10 m.( Trigular) Meter 1.00 E EARTH WORK 25 E - 1 Clearing the canal land width including removing the trees up to 0.50 m. girth, bushes shrubs etc. including depositing the materials outside the canal land width as directed etc. complete. Hact 1.00 26 E - 2 (a) Cutting down the trees of different girths, (at 45 cm above G.L.) including removing & grubbing roots below ground leval within the canal boundary including stacking the wood outside the canal boundary as directed etc. complete. (a) Girth above 0.50 & upto 1.00 m No. 1.00 27 (b) (b) Girth above 1.00 & upto 1.50 m No. 1.00 28 (c) (c) Girth above 1.50 & upto 2.00 m No. 1.00 29 (d) (d) Girth above 2.00 & upto 3.00 m No. 1.00 30 E -3 (a) Excavation of canal in all sorts of soil including yellow, sand and gravely soils and murrum including depositing the excavated stuff in uniform layers in banks as and where directed including dressing the section etc. complete for lead upto 50 m and lift for depth for cutting as under. (MANUALLY) CANAL HAVING CAPACITY BELOW 5 Cusec (a) Lift 0.0 to 1.50 m depth. Cum 1.00 31 (b) (b) Lift 1.5 to 3.00 m depth. Cum 1.00 32 (c) (c) Lift 3.0 to 4.50 m depth. Cum 1.00 33 (d) (d) Lift 4.50 to 6.0 m depth. Cum 1.00 34 (e) (e)For each additional lift of 1.5 m Cum 1.00 35 E -4 (a) Excavation of canal in all sorts of soil including yellow, sand and gravely soils and murrum including depositing the excavated stuff in uniform layers in banks as and where directed including dressing the section etc. complete for lead upto 50 m and lift for depth for cutting as under. (MANUALLY) CANAL HAVING CAPACITY Between 5 to 50 Cusec. (a) Lift 0.0 to 1.50 m depth. Cum 1.00 36 (b) (b) Lift 1.5 to 3.00 m depth. Cum 1.00 37 (c) (c) Lift 3.0 to 4.50 m depth. Cum 1.00 38 (d) (d) Lift 4.50 to 6.0 m depth. Cum 1.00 39 (e) (e)For each additional lift of 1.5 m Cum 1.00 41 E -5 (a) Excavation of canal in all sorts of soil including yellow, sand and gravely soils and murrum including depositing the excavated stuff in uniform layers in banks as and where directed including dressing the section etc. complete for lead upto 50 m and lift for depth for cutting as under. (MANUALLY) CANAL HAVING CAPACITY ABOVE 50 Cusec (a) Lift 0.0 to 1.50 m depth. Cum 1.00 41 (b) (b) Lift 1.5 to 3.00 m depth. Cum 1.00 42 (c) (c) Lift 3.0 to 4.50 m depth. Cum 1.00 43 (d) (d) Lift 4.50 to 6.0 m depth. Cum 1.00 44 (e) (e)For each additional lift of 1.5 m Cum 1.00 45 E- 6 (a) Excavation of canal in all sorts of soil including soft and hard murrum including depositing the excavated stuff in uniform layers in canal banks or as and where directed etc complete in varying lead upto 500 m and with all lifts. ( By Machinery) CANAL HAVING CAPACITY Between 50 to 300 Cusec. Excluding dewatering. Cum 1.00 46 (b) Including dewatering. Cum 1.00 47 E- 7 (a) Excavation of canal in all sorts of soil including soft and hard murrum including depositing the excavated stuff in uniform layers in canal banks or as and where directed etc complete in varying lead upto 500 m and with all lifts. ( By Machinery) CANAL HAVING CAPACITY BEYOND 300 Cusec. Excluding dewatering. Cum 1.00 48 (b) Including dewatering. Cum 1.00 49 E - 8 (a) Excavation of canal in soft and hard murrum including depositing the excavated stuff in uniform layers in banks as and where directed including dressing the section etc. complete with lead upto 50 m & lift for depth of cutting as under (MANUALLY) CANAL HAVING CAPACITY UPTO 50 Cusec. (a) Lift 0.0 to 1.50 m depth. Cum 1.00 50 (b) (b) Lift 1.5 to 3.00 m depth. Cum 1.00 51 (c) (c) Lift 3.0 to 4.50 m depth. Cum 1.00 52 (d) (d) Lift 4.50 to 6.0 m depth. Cum 1.00 53 (e) (e) For each additional lift of 1.5 m Cum 1.00 54 E - 9 (a) Excavation of canal in soft and hard murrum including depositing the excavated stuff in uniform layers in banks as and where directed including dressing the section etc. complete with lead upto 50 m & lift for depth of cutting as under (MANUALLY) CANAL HAVING CAPACITY ABOVE 50 Cusec (a) Lift 0.0 to 1.50 m depth. Cum 1.00 55 (b) (b) Lift 1.5 to 3.00 m depth. Cum 1.00 56 (c) (c) Lift 3.0 to 4.50 m depth. Cum 1.00 57 (d) (d) Lift 4.50 to 6.0 m depth. Cum 1.00 58 (e) (e) For each additional lift of 1.5 m Cum 1.00 59 E - 10 (a) Excavation of canal in soft rock including depositing the excavated stuff in uniform layers in banks as and where directed including dressing the section etc. complete with lead up to 50 m & lift for depth of cutting as under. (By Manually) CANAL HAVING CAPACITY UPTO 50 Cusec. (a) Lift 0.0 to 1.50 m depth. Cum 1.00 60 (b) (b) Lift 1.5 to 3.00 m depth. Cum 1.00 61 (c) (c) Lift 3.0 to 4.50 m depth. Cum 1.00 62 (d) (d) Lift 4.50 to 6.0 m depth. Cum 1.00 63 (e) (e)For each additional lift of 1.5 m Cum 1.00 64 E- 11 (a) Excavation of canal in soft rock including depositing the excavated stuff in uniform layers in canal banks or as and where directed including dressing the section etc. complete in varying lead up to 500 m & all lifts. ( Machinery Based) CANAL HAVING CAPACITY between 50 to 300 Cusec. Excluding dewatering. Cum 1.00 65 (b) Including dewatering. Cum 1.00 66 E- 12 (a) Excavation of canal in soft rock including depositing the excavated stuff in uniform layers in canal banks or as and where directed including dressing the section etc. complete in varying lead up to 500 m & all lifts. ( Machinery Based) CANAL HAVING CAPACITY BEYOND 300 Cusec. Excluding dewatering. Cum 1.00 67 (b) Including dewatering. Cum 1.00 68 E - 13 (a) Excavation of canal in hard rock including depositing the excavated stuff in spoil banks as and where directed with lead up to 50 m & lift for depth of cutting as under. (By Manually) CANAL HAVING CAPACITY UPTO 50 Cusec. (a) Lift 0.0 to 1.50 m depth. Cum 1.00 69 (b) (b) Lift 1.5 to 3.00 m depth. Cum 1.00 70 (c) (c) Lift 3.0 to 4.50 m depth. Cum 1.00 71 (d) (d) Lift 4.50 to 6.0 m depth. Cum 1.00 72 (e) (e)For each additional lift of 1.5 m Cum 1.00 73 E- 14 (a) Excavation of canal in hard rock including stacking the excavated stuff in spoil banks & sorting out usable rubble and stacking regularly as and where directed with lead up to 500 m & all lift. ( By Machinery ) CANAL HAVING CAPACITY between 50 to 300 Cusec. Excluding dewatering. Cum 1.00 74 (b) Including dewatering. Cum 1.00 75 E- 15 (a) Excavation of canal in hard rock including stacking the excavated stuff in spoil banks & sorting out usable rubble and stacking regularly as and where directed with lead up to 500 m & all lift. ( By Machinery ) CANAL HAVING CAPACITY BEYOND 300 Cusec. Excluding dewatering. Cum 1.00 76 (b) Including dewatering. Cum 1.00 77 E - 16 (a) Conveying the useful excavated stuff for extra leads and utilising it in canal embankment in layers of specified thickness as directed including breaking clods, dressing as per design section etc. complete for lifts as specified & lead as under. (By Manually) Lead beyond 50 m & upto 100 m .(Manually) Cum 1.00 78 E - 17 (a) Earth work in embankment using selected soil, soft & hard murrum excavated from approved borrow area / village tanks etc. Including conveying, spreading in uniform layers, breaking clods and dressing to the designed canal section etc. with lead upto 50 m and all lifts. (By MANUALLY For MAINTENANCE & REPAIRING WORKS) Lift 0 to 1.50 m depth. Up to 50 cusec. Cum 1.00 79 (b) For each additional lift of 1.50 m Cum 1.00 80 E-18 Earth work in embankment using selected soil, soft & hard murrum excavated from approved borrow area / village tanks etc. Including conveying, spreading in uniform layers, breaking clods and dressing to the designed canal section etc. with lead upto 500 m and all lifts (for canals having capacity between 0 to 50 Cusec ( By Machinery ) Cum 1.00 81 E-19 Earth work in embankment using selected soil, soft & hard murrum excavated from approved borrow area / village tanks etc. Including conveying, spreading in uniform layers, breaking clods and dressing to the designed canal section etc. with lead upto 500 m and all lifts (for canals having capacity between 50 to 300 Cusec ( By Machinery ) Cum 1.00 82 E-20 Earth work in embankment using selected soil, soft & hard murrum excavated from approved borrow area / village tanks etc. Including conveying, spreading in uniform layers, breaking clods and dressing to the designed canal section etc. with lead upto 500 m and all lift .(For canals having capacity beyond 300 Cusec) ( By Machinery ) Cum 1.00 83 E-21 Providing and laying sand filter layer of specified gradation in uniform layers of specified thickness in horizontal, inclined and in canal banks as per drawing including watering upto saturation and compaction as directed. Cum 1.00 84 E-22 Providing and laying inverted filter in filter zone in canal bank section of graded gravel as per drawing including watering and compaction as directed. Cum 1.00 85 E-23 Providing filter layer of sand & gravel of specified size behind lining in canal bank for specified thickness compacting, dressing etc. complete. Cum 1.00 86 E-24 Providing and constructing rock toe as per drawing including transporting, placing, laying, handling and hand packing of stones, pointing with cement mortar 1:5 proportion, finishing & curing with all leads and lifts etc. complete. Cum 1.00 87 E-25 Providing temporary motorable service road during construction including dewatering & maintaining the same etc. complete. Km. 1.00 88 E-26 (a) Providing 7.5 cm thick paved drain in M-10 concrete as per drawing for proper drainage arrangement including disposing off the excavated materials as directed within 200m lead and all lifts etc. Size 0.40 m x 0.30 m Meter 1.00 89 (b) Size 0.55 m x 0.40 m Meter 1.00 90 E-27 (a) Excavation of canal side gutter in all sorts of soil including soft and hard murrum including depositing the excavated stuff in uniform layers in canal banks or as and where directed etc complete in varying lead upto 500 m and with all lifts. Excluding dewatering. Cum 1.00 91 (b) Including dewatering. Cum 1.00 92 E-28 (a) Excavation of canal side gutter in soft rock including depositing the excavated stuff in uniform layers in canal banks or as and where directed including dressing the section etc. complete in varying lead up to 500 m & all lifts. Excluding dewatering. Cum 1.00 93 (b) Including dewatering. Cum 1.00 94 E-29 Compaction for making embankment for canal by laying in regular layers of 15 cm in thickness including breaking clods to 25 mm size incl. light rolling by suitable rollers with slight watering to facilate rolling and dressing the side slopes etc. Cum 1.00 95 E-30 Compaction of earth work in embankment in uniform layers at optimum moisture content to required dry density including watering, rolling with suitable type of roller of specified capacity etc. complete. Cum 1.00 96 E-31 Compaction of selected soil/hard murrum/soft murrum in even thickness of 15 to 20 cms including watering, temping with suitable hand rammer etc. complete as directed. Cum 1.00 97 E- 32 Deepening of tank in all type of soil with yellow, sandy, gravelly soil including wet and slushy condition of soil including soft murrum & hard murrum by machinery including conveying and spreading excavated stuff as & where directed with lead up to 1.00 km and all lift etc. complete. Cum 1.00 G GENERAL MAINTENANCE 98 G-1 (a) Clearing the silt from the canal/drain bed by a digging the same to the required bed level and gradient including depositing the excavated earth regularly in spoil bank for utilizing the same preparing the banks after breaking clods as and where directed for all leads and lifts. (By Manually) For Canals Below 20 Cusec. & 0 to 1.5 m lift. Cum 1.00 99 (b) For Every additional lift of 1.5 m or part there of. For Canals Below 20 Cusec. Cum 1.00 100 (c) For Canals Between 21 to 250 Cusec. & 0 to 1.5 m lift. Cum 1.00 101 (d) For Every additional lift of 1.5 m or part there of. For Canals Between 21 to 250 Cusec. Cum 1.00 102 (e) For Canals Above 250 Cusec &. 0 to 1.5 m lift. Cum 1.00 103 (f) For Every additional lift of 1.5 m or part there of. For Canals Above 250 Cusec Cum 1.00 104 (g) For Main Drains 0 to 1.5 m lift. Cum 1.00 105 (h) For Lateral & Sub-lateral Drains. 0 to 1.5 m lift. Cum 1.00 106 (i) For Drains. For Every additional lift of 1.5 m or part there of. Cum 1.00 107 G-2 Clearing the silt from the drain bed by digging the same to the required bed level and gradient including depositing the excavated earth regularly in spoil bank for utilizing the same preparing the banks after breaking clods as and where directed for lead upto 50 m. and all lifts. FOR MAIN, LATERAL & SUBLATERAL DRAINS. (BY MACHINERY) Cum 1.00 108 G-3 Clearing the silt from the CANAL BED / SLOPE by digging the same to the required bed level and gradient including depositing the excavated earth regularly in spoil bank for utilizing the same preparing the banks after breaking clods as and where directed for lead upto 50 m. and all lifts. Canal Having Capacity Below 20 cusecs. (BY MACHINERY) Cum 1.00 109 G-4 Excavation for side gutters at the toe of spoil bank or at the boundary and making earthen bunds at the edge of berm etc. complete as directed. ( By Manually) Cum 1.00 110 G-5 (a) Removing and destroying the thick Ghabajaria,etc from the Canal / Drain bed under the water pool ind. cutting carrying it away as directed and burning the same etc. complete. Below 20 Cusec. Km 1.00 111 (b) Between 21 to 250 Cusec. Km 1.00 112 (c) Above 250 Cusec Km 1.00 113 G-6 (a) Clearing the silt/debries from the pipe culvert/syphon/ syphon well. Under ground pipe drain/box drain for Drain/Canal by digging the same including depositing the excavated earth/debries etc. for all leads and lift. (A) For pipe culvert/ Syphon. (i) Upto 900 mm dia. Pipe. Meter 1.00 114 (b) (A) For pipe culvert/ Syphon. (ii) Above 900 mm dia. Pipe. Meter 1.00 115 (c) (B) For Syphon well / Chamber. (i) Upto 900 mm dia. Pipe. Meter 1.00 116 (d) (B) For Syphon well / Chamber. (ii) Above 900 mm dia.Pipe. Meter 1.00 117 (e) (C) For Under ground pipe drain / Box drain. (i) Upto 900 mm dia. Pipe. Meter 1.00 118 (f) (C) For Under ground pipe drain / Box drain. (ii) Above 900 mm dia.Pipe. Meter 1.00 119 G-7 (a) Excavation in all sorts of soil .By machinery including preparing etc.comp. (where qty can not be measured). HydraulicExcavator 200 (0.9 CM) , (Rate as per Irri.Mech.Dn. No-5, Abad) Hour 1.00 120 (b) JCB Hd Exc. Ex-j 5205 (0.9 CM) - Chain (Rate as per Irri Mech Dn. No-5 Abad) Hour 1.00 121 (c) Hyundai Hydraulic Excavator R 210 LC 7V ( 0.9 CM) Chain ((Rate as per Irri.Mech.Dn. No-5, Abad) Hour 1.00 122 (d) Hyundai Long Reach HydraulicExcavator R 210 LC 7LR ( 0.52 CM) Chain (Rate as per Irri.Mech.Dn. No-5, Abad) Hour 1.00 123 (e) Tata Hitachi Hyd, Excavator Ex -70 (0.3 CM) Chain (Rate as per Irri.Mech.Dn. No-5, Abad) Hour 1.00 124 (f) Terex Vetra Loader (0.3 CM) - Wheel (Rate as per Irri.Mech. Dn.No.-5, Abad) Hour 1.00 125 (g) J.C.B. - 2D X (0.18 CM) Wheel (Rate as per Irri.Mech. Dn.No.-5, Abad) Hour 1.00 126 (h) BD - 65 BEML Bulldozer (Rate as per Irri.Mech.Dn. No-5, Abad) Hour 1.00 127 (i) BD - 50 BEML Bulldozer (Rate as per Irri.Mech.Dn. No-5, Abad) Hour 1.00 128 (j) Eicher Water Tanker 5000 ltr (Rate as per Irri.Mech.Dn. No-5, Abad) Hour 1.00 129 (k) Ashok Ley. Dumper (10 CM) ( Rate as per Irri.Mech.Dn. No-5, Abad) Hour 1.00 130 (l) Manforce Dumper (12 CM) ( Rate as per Irri.Mech.Dn. No-5, Abad) Hour 1.00 131 (m) Tipper, (Rate as per Irri.Mech.Dn. No-5, Abad) Hour 1.00 132 (n) Dozer 80 HP for spreading @ 200 cum per hour (R & B Rate) Hour 1.00 133 (o) J.C.B. 4 CX, (RA as per Annexure-7) Hour 1.00 134 (p) Tractor with Trailor, (RA as per. Annexure-8) Hour 1.00 135 G - 8 (a) Clearing the shrubs, like akadas, weeds and other vegetables including depositing the same outside and burning etc. complete from canal bed, top and both slopes of the banks, for canal with discharge. For Canals Below 20 Cusec. Km 1.00 136 (b) For Canals Between 21 to 250 Cusec. Km 1.00 137 (c) For Canals Above 250 Cusec. Km 1.00 138 (d) For Main Drains. Km 1.00 139 (e) For Lateral & Sub-lateral Drains. Km 1.00 140 G-9 Providing and laying empty cement bags with good selected earth including stitching and laying as and where required. (Polywoven bag of 50 kg Capacity) No. 1.00 141 G-10 Providing and laying jute bags filled with good selected earth including stitching and laying as and where required. (Jute bag of 100 kg Capacity) No. 1.00 142 G- 11 Clearing the grass from canal / drain bed and slopes during irrigation season. Sqm 1.00 143 G - 12 Providing and laying empty cement bag filled with cement and sand in proportion 1:20 incl. stiching and laying as and where directed. No. 1.00 144 G-13 (a) Over hauling and oiling greasing of CR/HR gates of branch/distributory/minor etc comp as directed Branch No. 1.00 145 (b) Distributory No. 1.00 146 (c) Minor No. 1.00 147 G-14 Reparing of steel gate including providing basic steel material; M.S. Shaft plate, angles, channels etc. incl. fabriction transporting to site & erection and painting etc. complete. Kg 1.00 148 G-15 (a) Providing and fixing the iron rod for steel gates including providing big size thread and finishing as required etc comp. a- dia of bar 38 mm rod Meter 1.00 149 (b) b- dia of bar 50mm rod Meter 1.00 150 (c) c- dia of bar 60mm rod Meter 1.00 151 G-16 Providing and fixing heavy duty CI nut for steel gates as directed etc comp a- for 38 mm dia rod and height of nut is 120 x 120 x 100 cutting No. 1.00 152 (b) b- for 50mm and 63 mm dia rod land height of nut is 160 x 160 x 120 cutting No. 1.00 153 G-17 (a) Providing and fixing heavy duty thrust bearing for following dia as directed etc comp a- for 38 mm dia and 50 mm dia bar and ID/OD 65mm to 95 mm No. 1.00 154 (b) b- for 63mm dia bar and ID/OD 105mm to 150mm. No. 1.00 155 G-18 Providing and fixiong 0.2 MT hoist CI top cover as directed etc comp. No. 1.00 156 G - 19 Providing hard murrum on canal service road including spreading the same and dressing the top surface in required grade and camber etc. complete. Cum 1.00 157 G - 20 (a) Clearing of Canals for jungle cutting Removing and destroying the thick Ghabajaria , Kanfuti etc. from the Canal/Drain bed under the water pool alongwith rolls incl. cutting carrying it away as directed and burning the same etc. complete.(By Manually) Below 20 Cusec. Km 1.00 158 (b) Between 21 to 250 Cusec. Km 1.00 159 (c) Above 250 Cusec. Km 1.00 160 G-21 (a) Clearing of Canals for jungle cutting Removing and destroying the thick Ghabajaria , Kanfuti etc. from the Canal/Drain bed under the water pool alongwith rolls incl. cutting carrying it away as directed and burning the same etc. complete.(By Machinery) Below 20 Cusec. Km 1.00 161 (b) Between 21 to 250 Cusec. Km 1.00 162 (c) Above 250 Cusec. Km 1.00 163 G - 22 Clearing the canal Banks outer and inner Slopes by Jungle Cutting ,removing Vegetation, Ghabajaria,Trees,etc. alongwith burning its and carrying away as and where required and as directed etc. completed by machineries. Sqm 1.00 164 G - 23 Providing M.S Plate, Channel & angle etc. as required of required sizes for repairing old gates incl. Removing the old gate from site removing rust, broken old plates canals etc. as directed & welding fixing the repaired gates & all type of transportation etc. comp. Kg 1.00 L LINING 165 L-1 Trimming of the canal section manually for preparing sub grade for laying cement concrete lining in all sorts of soil and murrum including watering and compacting bed etc. complete. Sqmt 1.00 166 L- 2 (a) Providing and laying plain/reinforced cement concrete lining of M 15 (MSA 20 mm) in bed, side slopes and curvature including batching, mixing, transporting, placing, vibrating, smooth finishing, curing including dewatering where required (MACHINERY BASED - WITHOUT PAVER WATER CURING) 7.5 cm thick lining in bed / Slope - with water curing, Machinery based without Paver Sqmt 1.00 167 (b) 10 cm thick lining in bed / Slope - with water curing, Machinery based without Paver Sqmt 1.00 168 (c) 15 cm thick lining in bed / Slope - with water curing, Machinery based without Paver Sqmt 1.00 169 (d) 20 cm thick lining in bed / slope- with water curing, Machinery based without Paver Sqmt 1.00 170 L- 3 (a) Providing and laying plain / reinforced cement concrete lining of Nominal Mix, M-15, (MSA-20 mm) in bed, side slopes and curvature, including mixing, transporting, placing, vibrating, smooth finishing, curing, including dewatering where required. (MANUALLY WITH CONVENTIONAL MIXER ) 7.5 cm thick lining in bed/slope - with water curing. Sqmt 1.00 171 (b) 10 cm thick lining in bed /slope - with water curing. Sqmt 1.00 172 (c) 12.5 cm thick lining in bed /slope - with water curing. Sqmt 1.00 173 (d) 15 cm thick lining in bed /slope - with water curing. Sqmt 1.00 174 (e) 20 cm thick lining in bed /slope - with water curing. Sqmt 1.00 175 (f) 25 cm thick lining in bed/slope - with water curing. Sqmt 1.00 176 L- 4 Providing and filling the polysulphide joint sealent of the approved make in the expansion and contraction joints in the c.c. lining including clearing the joints with air water jet. Meter 1.00 177 L- 5 Providing and laying plain/reinforced cement concrete lining with concrete of cement, sand and metal in nominal mix 1:2:4 (M15) in bed, side slopes and curvature including batching, mixing, transporting, placing, vibrating, smooth finishing, curing including dewatering where required for maintenance of canal Patches (A) 5 cm thick lining in bed, side slopes-with water curing. ( MACHINARY BASED ,WITH OUT PAVER ) Sqm 1.00 178 L- 6 Supplying and laying of Geo Synthetic Clay liner (GCL) GCL thickness of 5 to 6 mm bentonite Mass/Area 3.6 kg/sqm. GCL consisting of a layer of bentonite encapsulated between two geotexties (Two nonwoven and polypropylene geotextiles) 3600 g/m2 bentonite content. The width of GCL roll shall not be less than 5m at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labor etc. complete and as directed by Engineer-in-Charge. Sqm 1.00 179 L- 7 Providing and laying non Woven geomembrance 0.6 mm thik in bed and slope at required level including smoothfinishing and overlap etc. Sqm 1.00 180 L- 8 Providing & fixing MS welded wire mesh of size 100mm X 100mm X 3.8mm dia including cutting in required sizes, fixing in canal prism including cover block & binding wire etc. Complete as Directed. Sqm 1.00 S Structure 181 S-1(A)(a) Excavation for foundation trenches in all sorts of soil sand clay, hard clay, soft murrum including shoring, strutting and depositing the excavated stuff, refilling the remaining excavated trenches upto G.L. as and where directed within a lead of 50 m. etc. complete as directed. (For Special situation up to 10 cum) (a) Upto 1.50 m depth Cum 1.00 182 S-1(A)(a) (b) 1.50 m to 3.00 m depth Cum 1.00 183 S-1(A)(a) (c) 3.00 m to 4.50 m depth Cum 1.00 184 S-1(A)(a) (d) 4.50 m to 6.00 m depth Cum 1.00 185 S-1(A)(a) (e) For every additional depth of 1.50 m or part thereof Cum 1.00 186 S-1(A)(b)a Excavation for foundation in all sorts of soil including yellow sandy gravelly soils ,soft & hard murrum etc. in dry condition including depositing the excavated stuff in uniform layers in banks or as and where directed etc. complete for lead upto 500 m and all lift. (BY MACHINERY) Excluding dewatering. Cum 1.00 187 S-1(A)(b)b Including dewatering. Cum 1.00 188 S-1(B)(a) Excavation for foundation in soft rock including depositing the excavated material as directed within a lead of 100 m and stacking the material nearly in uniform stacks etc. complete. (Manually) (a) Upto 1.50 m depth Cum 1.00 189 S-1(B)(a) (b) 1.50 m to 3.00 m depth Cum 1.00 190 S-1(B)(a) (c) 3.00 m to 4.50 m depth Cum 1.00 191 S-1(B)(a) (d) 4.50 m to 6.00 m depth Cum 1.00 192 S-1(B)(a) (e) For every additional depth of 1.50 m or part thereof Cum 1.00 193 S-1(B)(b)a Excavation for foundation in Soft Rock including depositing the excavated stuff as and where directed etc. complete for lead upto 500 m and all lift. (Machinery) Excluding dewatering. Cum 1.00 194 S-1(B)(b)b Including dewatering. Cum 1.00 195 S-1(C)(a) Excavation of foundation in Hard Rock upto 3 m depth including blasting and chiselling in necessary sorting out and stacking separately the usable rubble, depositing the excavated stuff as and where directed, back filling the trenches with suitable excavated stuff etc. complete for lead of 50 m and all lifts. (Manually) Cum 1.00 196 S-1(C)(b) a Excavation for foundation in Hard Rock including blasting and chiseling if necessary sorting out and stacking seperately the usable rubble, depositing the excavated stuff as and directed including back filling trenches with suitable excavated stuff etc. complete for lead upto 500 m. and all lifts. (Machinery) Excluding dewatering. Cum 1.00 197 S-1(C)(b)b Including dewatering. Cum 1.00 198 S-2 Dewatering during excavation of canals, drains, foundation trenches etc. by using pumps of suitable capacity either diesel or elecrical driven including cost of labour, pipes etc. for delivery distance beyond 100 m. (By Machinery) Hp / hr 1.00 199 S-2 (B)(a) Back filling the foundation trenches around the structures etc with selected excavated stuff including watering, ramming, compacting etc. complete. (By Machinery) Cum 1.00 200 S-2 (B)(b) Back filling with the selected earth, from outside borrowpits including spreading in uniform layers of specified thickness, dressing, breaking clods, removing roots, watering at optimum moisture content , rolling with suitable type of roller for all lifts and leads upto 1 km. etc. complete. (By Manually) Cum 1.00 201 S-3 S-3(A)a Providing & Laying in position NOMINAL MIX cement concrete using cement, sand and crushed aggregate by mass and machine mix for C.C./R.C.C work incl. necessary formworks centering, scaffolding, compaction by vibrator, curing as directed with all lead & lift etc complete Without Dewatering and excluding cost of steel reinforcement. (A) For Foundation concrete / General purpose (a) C. C. Nominal Mix, M-10 and MSA-40 mm Cum 1.00 202 S-3(A)c (c) C. C. Nominal Mix, M-15 and MSA-20 mm Cum 1.00 203 S-3(A)d (d) C. C. Nominal Mix, M-15 and MSA-40 mm Cum 1.00 204 S-3(A)f (f) C. C. Nominal Mix, M-20 and MSA-20 mm Cum 1.00 205 S-3(A)g (g) C. C. Nominal Mix, M-20 and MSA-40 mm Cum 1.00 206 S-3(A)j (j) For Wing wall / Return wall / Head wall / Coping etc. C. C. Nominal Mix, M-15 and MSA 20 mm Cum 1.00 DESIGN MIX CONCRETE 207 S-4(A)a Providing & Laying in position DESIGN MIX cement concrete using cement sand and crushed aggregate for C.C./ R.C.C work by FLORI including necessary formwork, centering, scaffolding, compaction by vibrator, curing as directed with all lead & lift etc complete without dewatering and excluding the cost of steel reinforcement. (A) For Footing of column / Abutment / Pier / Bottom slab of barrel / Plinth course / Coping etc. (a) Concrete grade M-15 and MSA-20 mm Cum 1.00 208 S-4(A)b (b) Concrete grade M-15 and MSA-40 mm Cum 1.00 209 S-4(A)c (c) Concrete grade M-20 and MSA-20 mm Cum 1.00 210 S-4(A)d (d) Concrete grade M-20 and MSA-40 mm Cum 1.00 211 S-4(B)e (B) For Pier and Abutments / Wing wall / Head wall / Return wall etc. (e) Concrete grade M-15 and MSA-40 mm Cum 1.00 212 S-4(B)f (f) Concrete grade M-20 and MSA-40 mm Cum 1.00 213 S-4(C)g (C) For Pier Cap, Abutment Cap etc (g) Concrete grade M-20 and MSA-20 mm Cum 1.00 214 S-4(C)h (h) Concrete grade M-25 and MSA-20 mm Cum 1.00 215 S-4(D)i (D) For Kerb / Wearing coat. (i) Concrete grade M-20 and MSA -10 to 20mm Cum 1.00 216 S-4(D)j (J) Concrete grade M-25 and MSA -10 to 20mm Cum 1.00 217 S-4(E)k (E) For Column / Beam / Solid Slab of Road Bridge / Barrel / Cutoff wall / Approach Slab etc. (k) Concrete grade M-20 and MSA-20 mm Cum 1.00 218 S-4(E)L (L) Concrete grade M-20 and MSA-40 mm Cum 1.00 219 S-4(E)m (m) Concrete grade M-25 and MSA-20 mm Cum 1.00 220 S-4(E)n (n) Concrete grade M-25 and MSA-40 mm Cum 1.00 221 S-4(F)o (F) For Perapet wall of Road Bridge / Structure. (o) Concrete grade M-20 and MSA -10 to 20 mm Cum 1.00 222 S-4(F)p (p) Concrete grade M-25 and MSA -10 to 20 mm Cum 1.00 223 S-4(G)q (G) For Wearing coat 75 mm thick. (q) Concrete grade M-20 and MSA -10 to 20 mm Sqm 1.00 224 S-4(G)r (r) Concrete grade M-25 and MSA -10 to 20 mm Sqm 1.00 225 S-4(H)s (H) For Key wall (s) Concrete grade M-15 and MSA - 20 mm Cum 1.00 226 S- 5 (A) Providing & Placing in position reinforcement bars including cutting, bending, welding joints where necessary, hooking etc. complete as per drawing for all lead and lifts. TMT / CRS (FE 500 D) MT 1.00 227 S- 5 (B) M.S.Bars MT 1.00 228 S - 6a. Providing and fixing in position ( different diaMeter ) NP2 R.C.C. pipe with collar including filling and caulking the joints with cement mortar 1:1 proportion, finishing to design grade and level curing etc. complete for all leads and lifts. NP-2 class 225 mm dia pipe. Meter 1.00 229 S - 6b NP-2 class 300 mm dia pipe. Meter 1.00 230 S - 6c NP-2 class 450 mm dia pipe. Meter 1.00 231 S - 6d. NP-2 class 600 mm dia pipe. Meter 1.00 232 S - 6e. NP-2 class 800 mm dia pipe. Meter 1.00 233 S - 6f. NP-2 class 900 mm dia pipe. Meter 1.00 234 S - 6g. NP-2 class 1100 mm dia pipe. Meter 1.00 235 S - 6h. NP-2 class 1200 mm dia pipe. Meter 1.00 236 S - 7a. Providing and fixing in position ( different diameter ) I.S., NP-3 class reinforced pipe with caulking the joints with cement mortar 1:1 proportion,using jute string soaked in cement slurry, finishing joints and laying pipes to the designed grade and levels, curing etc. complete for all leads and lifts. NP-3 class 300 mm dia pipe. Meter 1.00 237 S - 7b. NP-3 class 450 mm dia pipe. Meter 1.00 238 S - 7c. NP-3 class 600 mm dia pipe. Meter 1.00 239 S - 7d. NP-3 class 800 mm dia pipe. Meter 1.00 240 S - 7e. NP-3 class 900 MM dia pipe. Meter 1.00 241 S - 7f. NP-3 class 1100 mm dia pipe. Meter 1.00 242 S - 7g. NP-3 class 1200 mm dia pipe. Meter 1.00 243 S - 8a. Providing and fixing in position ( different diameter ) I.R.S./NP4, R.C.C. pipe with caulking the joints with cement mortar 1:1 proportion,using jute string soaked in cement slurry, finishing joints and laying pipes to the designed grade and levels, curing etc. complete for all leads and lifts. I.R.S./NP4,R.C.C. PIPE 300 MM DIA. Meter 1.00 244 S - 8b. I.R.S./NP4,R.C.C. PIPE 450 MM DIA. Meter 1.00 245 S - 8c. I.R.S./NP4,R.C.C. PIPE 600 MM DIA. Meter 1.00 246 S - 8d. I.R.S./NP4,R.C.C. PIPE 800 MM DIA. Meter 1.00 247 S - 8e. I.R.S./NP4,R.C.C. PIPE 900 MM DIA. Meter 1.00 248 S - 8f. I.R.S./NP4,R.C.C. PIPE 1000 MM DIA. Meter 1.00 249 S - 8g. I.R.S./NP4,R.C.C. PIPE 1200 MM DIA. Meter 1.00 250 S - 9 (A) Providing and laying burnt brick masonary in foundation ordinary portland cement mortar 1:6 proportion including racking out joints upto 1 cm. depth curing etc. complete for all leads and lifts. (Conventional Bricks) Cum 1.00 251 S - 9 (B) Providing and laying burnt brick masonary in foundation ordinary portland cement mortar 1:5 proportion including, curing etc. complete for all leads and lifts. (Conventional Bricks) Cum 1.00 252 S - 10 (A) Providing and laying burnt brick masonary for super structure with ordinary portland cement mortar 1:6 proportion including providing scaffolding racking out joints curing etc. complete for all leads and lifts. (Conventional Bricks) Cum 1.00 253 S - 10 (B) Providing and laying burnt brick masonary for super structure with ordinary portland cement mortar 1:5 proportion including providing scaffolding racking out joints curing etc. complete for all leads and lifts. (Conventional Bricks) Cum 1.00 254 S - 10 (C) Providing burnt brick masonry for 11.5 cm thick partition wall in Cement mortar (1:6) by using gound moulded bricks including racking out joints etc. complete. (Conventional Bricks) Sq.mt 1.00 255 S - 10 (D) Providing burnt brick masonry for 11.5 cm thick partition wall in Cement mortar (1:5) by using gound moulded bricks including racking out joints etc. complete. (Conventional Bricks) Sq.mt 1.00 256 S - 11 Providing water proof cement plaster 20mm thick in cement mortar 1:3 proportion with one kilogram of water proofing material per bag (50kg) of cement including cleaning the surface, neat finishing curing, scaffolding etc. complete for all leads and lifts. Sqmt 1.00 257 S - 12 A (a) Providing cement plaster in thickness and proportion as under including, smooth finishing, curing, scaffolding etc. complete for all leads and lifts. Cement mortar 1:3 proportion. ( a ) 20 mm thick. Sqmt 1.00 258 S - 12 A (b) ( b ) 12 mm thick. Sqmt 1.00 259 S - 12 B (a) Cement mortar 1:2 proportion. ( a ) 20 mm thick. Sqmt 1.00 260 S - 12 B (b) ( b ) 12 mm thick. Sqmt 1.00 261 S - 13 Providing 300 mm thick pucca rubble pitching in C.M. 1:5 proportion with the surface pointed with cement mortar of 1:3 proportion etc. complete for all leads and lifts. Sqmt 1.00 262 S - 14 Providing 230 mm thick pucca rubble pitching in C.M. 1:5 proportion over 10mm bedding of same mortar with the surface pointed with cement mortar of 1:3 proportion etc. complete for all leads and lifts. Sqmt 1.00 263 S - 15 Providing pucca rubble pitching of thickness as under laid in cement morter 1:5 (1 cement : 5 sand) proportion with surface pointing with cement mortar of 1:3 (1 cement : 5 sand) proportion etc complete for all leads and lifts. 450 mm thick. Sqmt 1.00 264 S - 16 (A) Providing pannel pitching having pannels of 3.0 m x 3.0 m of U.C.R. masonary in cement mortar 1:5, 0.45 m wide and 0.60m deep around pannels including filling pannels with dry rubble 0.45 m thick and filling the voids with earth as directed. Sqmt 1.00 265 S - 16 (B) Providing panel pitching having pannels of 3.0 m x 3.0 m in cement concrete 1:3:6, 0.30 m wide and 0.60m deep around pannels including filling pannels with dry rubble 0.45 m thick and filling the voids with earth as directed. Sqmt 1.00 266 S - 17 a. Providing and laying dry rubble pitching of various thickness to required grade including trimming of earth work, hand packing the interstices with spauls, filling earth in interstices pannelling complete for all leads and lifts. 230 MM THICK Sqmt 1.00 267 S - 17 b. 450 MM THICK Sqmt 1.00 268 S - 17 c. 600 MM THICK Sqmt 1.00 269 S-18 a Providing cement mortar pointing to the masonary in proportion as under including, smooth finishing, curing, scaffolding etc. complete for all leads and lifts. (a) Cement mortar 1:2 proportion. Sqmt 1.00 270 S-18 b (b) Cement mortar 1:1 proportion. Sqmt 1.00 271 S-19 Providing and fixing 160 mm diaMeter UPVC.Pipe Water spout with necessary iron gratting as per design Meter 1.00 272 S-20 Providing and fixing 110 mm diaMeter P.V.C..Pipe (10 kgf / sqcm) Water spout with necessary iron gratting as per design Meter 1.00 273 S-21 Providing and fixing 110 mm diaMeter P.V.C..Pipe (6 kgf / sqcm) Water spout with necessary iron gratting as per design Meter 1.00 274 S-22 a Providing and fixing post and 38 mm dia pipe railing as per detailed drawing including angle iron post of size 80mm x 50mm x 10mm fixed in C.C. block (M-15 MSA-20mm) of size 0.30 m x 0.30 m x 0.30 m etc. as per specifications including 3 coats of oil painting to steel work and as directed etc. complete. ( a ) Three rows Meter 1.00 275 S-22 b ( b ) Four rows Meter 1.00 276 S-23 Providing and fixing removable hand railing 1.10 m height, using double angle iron post of size 80mm x 80mm x 10mm M.S angle and two rows of 38 mm dia G.I. pipe and block out 10 mm thick M.S. plate 150 mm x 150mm x 10 mm size with M.S. angle with 12 mm dia bolts, nuts including 3 coats of oil painting to steel work and as directed etc. complete. Meter 1.00 277 S-24 Providing and laying in position 110 mm dia (6 kgf/sqcm) P.V.C. Pipe for weep holes with non corroding jali in abutments, wing walls, retaining walls etc. complete. Meter 1.00 278 S-25 Providing and laying wearing coat 100mm. thick at center and 50mm thick at ends of compacted asphaltic concrete with tack coat of 0.50 Kg/m2 using stone aggregates as per gradation and asphalt at 6.5% (which will vary as per design of mix in laboratory) to have the required specific gravity of the compacted final mix by weight of total mix per binder by hot mix hot laid process including consolidation and providing required plant and machinery, cost of fuel, oil, lubricant, labour charges etc. complete. Sqmt 1.00 279 S-26 Providing and fixing metal expansion joints for road bridge, including filling the joints with asphalt joint filler as per drawing. Meter 1.00 280 S-27 a Providing and fixing in position P.V.C. heavy duty water stops in barrels, troughs and wing walls with 25 mm wide expansion joint as shown in drawing including filling the joints with asphalt pad or bitumen cork board of approved quality. (Asphalt pad or bitumen cork board will be paid seperatly) 225 mm WIDE P.V.C. WATER STOP Meter 1.00 281 S-27 b 300 mm WIDE P.V.C. WATER STOP Meter 1.00 282 S-28 a Providing and fixing in position pre-moulded asphalt or bitumen cork board of approved quality and specifications as per design and drawing. 25 mm thickness Sqmt 1.00 283 S- 28 b. 20 mm thickness Sqmt 1.00 284 S-28 c 18 mm thickness Sqmt 1.00 285 S-28 d. 12 mm thickness Sqmt 1.00 286 S-29 Providing and laying PVC sheet at bottom and polysulphid sealent at top(in two parts) all around the pier as per drawing. Meter 1.00 287 S-30 Providing and fixing M. S. steel grill with angle frame for head regulator including fixing arrangment supports. etc. as per design, oil painting with one coat of primer and two coat of approved oil paint etc. complete M.T. 1.00 288 S-31 Providing and fixing marble plate of 2.54 cm thick including engraving and filling led for letters as directed. cm2 100.00 289 S-32 Providing and fixing in position 450 mm wide steps ( for ladder) of 28mm diaMeter bars at a spacing of 30cm c/c with M.S. angle frame of 40x40x6 mm size including painting the same with two coats of oil paint etc. complete. No. 1.00 290 S-33 Supplying and installing anchor bolts for embedded parts for radial gates, stop logs and hoists of cross regulators, escapes etc. as per drawing and as directed. M.T. 1.00 291 S-34 Dewatering the foundation trenches during excavation, laying foundation concrete, masonary etc. till completion and diversion of surface and sub surface water etc. complete as directed. Hp-Hr 1.00 292 S-35 Providing and fixing steel grill over canal syphon well as directed etc. complete as per drawing. Kg 1.00 293 S-36 (a) Providing and fixing 5 mm thick enamelled guage plate including necessary gradation in white and blue etc. complete. 10 cm wide Meter 1.00 294 S-36 (b) 15 cm wide Meter 1.00 295 S-37 (c ) 25 cm wide Meter 1.00 296 S-38 Providing 25 to 40 mm ( 1 to 1.5 ) thick gunniting in cement mortar 1:2 cement and sand proportion including binding 6 mm dia. reinforcement @ 9.24 kg/m2 for cement concrete works including finishing , curing and use of air compressor and guniting equipments and accessories with all costs of materials and labours required for the work. Sqmt 1.00 M Miscellaneous 297 M- 1 (A) Drilling of tube well by direct/reverse rotary rig in alluvial starta. Drilling of pilot bore hole in alluvial strata by direct Rotary rig/reverse rotary rig. FOR SIZE 300 MM Rmt 1.00 298 M- 1 (B) (A) Reaming of 250/300 mm dia. Pilot bore hole including assembling, lowering housing casing,strainer pipes,Gravel packing, clay packing etc. FOR SIZE 400 MM Rmt 1.00 299 (B) FOR SIZE 450 MM Rmt 1.00 300 (C) FOR SIZE 550 MM Rmt 1.00 301 (D) FOR SIZE 600 MM Rmt 1.00 302 M- 2 (A) Drilling of bore well by DTH rig: FOR SIZE 165 MM Zone I:Drilling of bore Hole By DTH rig (a) 0 to 100 mtr depth (b) 100 to 150mtr depth Rmt 1.00 303 M- 3 (A) Drilling of DTH bore hole in rocky formation for all districts & Talukas of kutch. Soft rock (Dia-250 mm) Rmt 1.00 304 (B) Hard rock (Dia-200 mm) Rmt 1.00 305 (C) Hard rock (Dia-250 mm) Rmt 1.00 306 M- 4 Drilling of Min. 325 mm dia. Bore hole in all strata including dual over burden strata by Combination DR/DTH rig including lowering 250 mm dia MS ERW pipes in bore hole as suggested by Hydrologist.(Except Surendranagar District) (325/250 mm) Rmt 1.00 307 M- 5 Electrologging charges (with carting) Job 1.00 308 M- 6 (A) Air Compressor Compressor test of tube well by air compressor of 400 CFM/100 PSI capacity in all districts. Hour 1.00 309 (B) Compressor test of tube well by air compressor of 600 CFM/150 PSI capacity in all districts. Hour 1.00 310 (C) Compressor test of tube well by air compressor of 900 CFM/200 PSI capacity in all districts. Hour 1.00 311 (D) Compressor test of tube well by air compressor of 1100 CFM/300 PSI capacity in all districts. Hour 1.00 312 M- 7 (A) Providing and supplying in standard length ISI mark rigid unplasticised PVC pipes suitable for potable water with ring fit joint including cost of rings, as per IS specification no. 4985/1988 including all local and central taxes, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to the departmental stores and including cost of jointing meterial etc. complete. (Test Pressure 6 Kg/cm2.) 63mm Rmt 1.00 313 (B) 75mm Rmt 1.00 314 (C) 90mm Rmt 1.00 315 (D) 110mm Rmt 1.00 316 (E) 125mm Rmt 1.00 317 (F) 140mm Rmt 1.00 318 (G) 160mm Rmt 1.00 319 (H) 180mm Rmt 1.00 320 (I) 200mm Rmt 1.00 321 (J) 225mm Rmt 1.00 322 (K) 250mm Rmt 1.00 323 (L) 280mm Rmt 1.00 324 (M) 315mm Rmt 1.00 325 (N) Test Pressure 8 Kg/cm2. 63mm Rmt 1.00 326 (O) 75mm Rmt 1.00 327 (P) 90mm Rmt 1.00 328 (Q) 110mm Rmt 1.00 329 ( R) 125mm Rmt 1.00 330 (S) 140mm Rmt 1.00 331 (T) 160mm Rmt 1.00 332 (U) 180mm Rmt 1.00 333 (V) 200mm Rmt 1.00 334 (W) 225mm Rmt 1.00 335 (X) 250mm Rmt 1.00 336 (Y) 280mm Rmt 1.00 337 (Z) 315mm Rmt 1.00 338 M- 8 Oiling & greasing to gates & its components of Barrage incl. removing of old grease, cleaning the surface and embedded parts and applying new grease to and its components as directed etc. comp. ( gates) (gate size- 60 X 14 ) Sqmt 1.00 339 M- 9 Drilling 32mm. Dia. Hole 0.75 mt length in hard rock including blasting material, gun powder, detonator, electric connection material etc. and blasting etc complete as and where directed for canal structures having discharge above (500 Cusecs) 14.17 cumecs. Nos 1.00 340 M-10 (A) Lowering , laying, Fixing and jointing PVC/uPVC/cPVC pipes and specials of following class and diameter includeing cost of conveyance from stores to site of works including cost of labour, material, cement, giving satsfactory hydraulic testing as per ISI code. 63mm Rmt 1.00 341 (B) 75mm Rmt 1.00 342 (C) 90mm Rmt 1.00 343 (D) 110mm Rmt 1.00 344 (E) 125mm Rmt 1.00 345 (F) 140mm Rmt 1.00 346 (G) 160mm Rmt 1.00 347 (H) 180mm Rmt 1.00 348 (I) 200mm Rmt 1.00 349 (J) 225mm Rmt 1.00 350 (K) 250mm Rmt 1.00 351 (L) 280mm Rmt 1.00 352 (M) 315mm Rmt 1.00 353 M-11 Crack filling in CC Lining/RCC/PCC irrigation structures components with epoxy based putty incl racking the cracks cleaning curing etc complete.Prime coat done with material of Resin+Hardener mixing of BIS quality material & quality that works in wetted condition. Pointing done with water plugging BIS quality material in first coat and after that second coat done with epoxy based putty of Resin Hardener mixing ( 1 part Resin +1 part Hardener ,+ 8 part Silica ). The rate includes cost of materials labours scaffolding equipments etc. meter 1.00 354 M-12 QUARRY BASE MATERIALS Fine sand Cum 1.00 355 M-13 Coarse sand Cum 1.00 356 M-14 (I) Crushed stone aggregate for hard quality 40mm to 63mm size Cum 1.00 357 (II) 40 mm size Cum 1.00 358 (III) 20 mm size Cum 1.00 359 (IV) 10 mm size Cum 1.00 360 (v) 10mm to 20mm size Cum 1.00 361 (VI) 6mm to 10mm size Cum 1.00 362 M-15 (I) Screened Rounded Gravel 10mm size Cum 1.00 363 (II) 12mm size Cum 1.00 364 M-16 Unscreened Gravel Cum 1.00
