Tank Improvement/ Renovation/ Modernisation Works Of 12 (Twelve) Minor Irrigation Projects In Kalahandi And Baragarh District Under Oiipcra Scheme (Cluster-Vii).- 1 Renovation of Diversion Wier in Gataguda MIP at Dharamagarh Block Kalahandi District under OIIPCRA 2 RESECTIONING OF U/S D/W BANK 3 Clearing grass and removal of rubbish up to a distance of 50 mtr. Outside the periphery of the area including labour, T & P and all taxes etc complete excluding GST as per the direction of the Engineer-in-Charge. 4 Excavation, loading, unloading and carriage by mechanical means of kinds of soil including stoney earth, gravel and moorum etc interspread with boulders up to 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as directed by the Engineer - in- charge within an initial lead of 1 km from the place of excavation complete. 5 Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc interspread with boulders upto 0.50 cum size with all leads and lifts and delifts, including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specifcation within 2 km lead including construction, maintenance, watering and lighting of haul road and disposal area etc. complete as per direction of engineer-in charge. 6 Rough stone dry packing in aprons and revetments to all heights with Hard Stone of 15Cm to 30Cm size. Quarried of approved quality including cost, conveyance, royalty to proper slope and level complete in all respect as directed by the E.I.c 7 REPAIR TO DIVERSION WEIR 8 Earthwork in excavation of foundation in hard soil within initial lead of 50 m. and 1.5 m. of initial lift including dressing and levelling the surface and make it fit for laying concrete etc. complete. 9 Filling foundation & Plinth with coarse sand with well watered & rammed including cost, carriage & royallity etc. complete. 10 C.C M-15 grade with crushed granite coarse aggregate of size 20mm & down graded to be mixed in concrete mixed including cost, conveyance and royality of all materials, and labour and laying in head works and canal strutures of the project with required lifts and delifts as per direction of Engineering-in-charge. 11 R.C.C. M-20 grade with crushed granite coarse aggregate of size 20mm &down graded to be mixed in concrete mixer including cost,conveyance and royality of all materials, machineries and labour and laying in head works and canal structures of the project with required lifts and delifts as perdirection of Engineer-in-charge. 12 Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification. 13 Rigid smooth centering and shuttering for R.C.C works and dismantling then after casting including cost of materials complete in ground floor. 14 Earth work in hard soil with50m Initial lead and 1.5m initial lift including rough dressing and breaking clods maximum 5cm to 7cm and laying in not exceding 0.3m in depth and as per the direction of the engineer-in-charge. 15 HALDIMIP(Res),Bhawanipatna Block, Kalahandi District 16 DETAIL ESTIMATE FOR IMPROVEMENTTO EARTHEN DAM OF HALDI M.I.P 17 Clearing grass and removal of rubbish up to a distance of 50 mtr. Outside the periphery of the area including labour, T & P and all taxes etc complete excluding GST as per the direction of the Engineer-in-Charge. 18 Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc interspread with boulders upto 0.50 cum size with all leads and lifts and delifts, including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specifcation within 1 km lead including construction, maintenance, watering and lighting of haul road and disposal area etc. complete as per direction of engineer-in charge. 19 Fine dressing and turfing with One Extra lead over initial lead of 50m and One Extra Lift over 1.5m initial lift as per direction of Engineer-in-charge. 20 Collecting stacking and conveying from stags and spreading moorum and consolidation with H.R.R Including cost conveyancing and royality etc complete. 21 Rough stone dry packing in aprons and revetments with hard granite stones (15cm to 30cm size). 22 Earth work Excavation of hard soil or gravely soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm. to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. 23 Cement concrete M-15 grade with 20mm down grade black hard granite (crusher broken) chips for R.C.C. works including hoisting and laying . 24 Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification 25 Rigid smooth centering and shuttering for R.C.C works and dismantling then after casting including cost of materials complete in ground floor. 26 Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge. 27 Removing old revetment and aprons and repacking with old stones. 28 Improvement to Distribution System 29 DETAILED ESTIMATE FOR REPAIR TO HEAD REGULATORAT RD.30MT. LEFT SIDE OF DAM OF HALDI M.I.P 30 Earth work of Ordinary soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm. to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. 31 Earthwork in excavation of foundation in hard soil within initial lead of 50 m. and 1.5 m. of initial lift including dressing and levelling the surface and make it fit for laying concrete etc. complete. 32 R.C.C M-20 grade with crushed granite coarse aggregate of size 20mm & down graded to be mixed in concrete mixed including cost, conveyance and royality of all materials, and labour and laying in head works and canal strutures of the project with required lifts and delifts as per direction of Engineering-in-charge. 33 Rigid smooth centering and shuttering for R.C.C works and dismantling then after casting including cost of materials complete in ground floor. 34 Supplying fitting, fixing uncoated HYSD bar reinforcement complete as per drawing and technical specification. 35 DETAILED ESTIMATE FOR REPAIR TO SURPLUS ESCAPEON RIGHT SIDE AT RD.450MT. OF DAM OF HALDI M.I.P 36 Earthwork in excavation of foundation in hard soil within initial lead of 50 m. and 1.5 m. of initial lift including dressing and levelling the surface and make it fit for laying concrete etc. complete. 37 C.C M-15 grade with crushed granite coarse aggregate of size 20mm & down graded to be mixed in concrete mixed including cost, conveyance and royality of all materials, and labour and laying in head works and canal strutures of the project with required lifts and delifts as per direction of Engineering-in-charge. 38 Rigid smooth centering and shuttering for R.C.C works and dismantling then after casting including cost of materials complete in ground floor. 39 Supplying fitting, fixing uncoated HYSD bar reinforcement complete as per drawing and technical specification. 40 Rough stone dry packing in aprons and revetments with hard granite stones (15cm to 30cm size). 41 Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge. 42 DETAIL ESTIMATE FOR REPAIR TO MAIN, BRANCH, & MIOR CANAL SYSTEM OF HALDI M.I.P 43 Earth work of Ordinary soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm. to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. 44 Clearing shrub jungles uprooting stumps of trees and small bushes and trees below 1 M girth on premeasurment. 45 Reinforcement Cement concrete M-20 gradewith crushed broken granite course aggregate of size 20mm down graded mixed in batching and mixing plant including cost of all materials, machineries and labour and transportation of mixed concrete within initial lead of 1 km by mechanical means and laying in dams, barrages, power house and pen stock with all lifts/delifts up to 1.5m height above average ground level as per direction of Engineer-in-charge.(Cost of transportation to be added) 46 Cement concrete M-15 grade with 20mm down grade black hard granite (crusher broken) chips for R.C.C. works including hoisting and layingetc as directed by E-I C 47 Rigid smooth centering and shuttering for R.C.C works and dismantling then after casting including cost of materials complete in ground floor. 48 20mm thick cement plaster (1:4) for stone work per sqm. 49 DETAILED ESTIMATE FOR CONSTRUCTION OF 1nos VRC/CATTEL CROSSING IN MAIN CANAL OF HALDI M.I.P 50 Earthwork in excavation of foundation in hard soil within initial lead of 50 m. and 1.5 m. of initial lift including dressing and levelling the surface and make it fit for laying concrete etc. complete. 51 Filling foundation & Plinth with coarse sand with well watered & rammed including cost, carriage & royallity etc. complete. 52 C.C M-15 grade with crushed granite coarse aggregate of size 20mm & down graded to be mixed in concrete mixed including cost, conveyance and royality of all materials, and labour and laying in head works and canal strutures of the project with required lifts and delifts as per direction of Engineering-in-charge. 53 R.C.C. M-20 grade with crushed granite coarse aggregate of size 20mm &down graded to be mixed in concrete mixer including cost,conveyance and royality of all materials, machineries and labour and laying in head works and canal structures of the project with required lifts and delifts as perdirection of Engineer-in-charge. 54 Rigid smooth centering and shuttering for R.C.C works and dismantling then after casting including cost of materials complete in ground floor. 55 Supplying fitting, fixing uncoated HYSD bar reinforcement complete as per drawing and technical specification. 56 Earth work in hard soil with50m Initial lead and 1.5m initial lift including rough dressing and breaking clods maximum 5cm to 7cm and laying in not exceding 0.3m in depth and as per the direction of the engineer-in-charge. 57 DETAILED ESTIMATE FOR RECONSTRUCTION OF 3nos OUTLETS 58 Earth work Excavationin hard soil for foundation within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximun 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. 59 Cement concrete M-15 grade in crushed granite coarse aggregate of size 20mm size & down graded to be mixed in concrete mixer including cost,conveyance and royality of all materials,machineries and labour and laying in head works,canal structures of the project with required lifts & delifts as per direction of Engineer-in-charge. 60 Rigid smooth centering and shuttering for R.C.C works and dismantling then after casting including cost of materials complete in ground floor. 61 Earth work in hard soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximun 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. 62 HYSD bars including 5% overlaps and wastage 63 Providing ,laying and fixing RCC hume pipe finished the exposed surface smoothincluding cost and conveyance of the materials required for the work complete in all respect as directed by the Engineer-in-Charge 64 HALDI M.I.P, HALDI/KARLAPADA in BHAWANIPATNA Block of KALAHANDI District 65 Earth work Excavation of hard soil or gravely soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm. to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. 66 Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc interspread with boulders upto 0.50 cum size with all leads and lifts and delifts, including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specifcation within 1 km lead including construction, maintenance, watering and lighting of haul road and disposal area etc. complete as per direction of engineer-in charge. 67 Cement concrete M-15 grade with 20mm down grade black hard granite (crusher broken) chips for R.C.C. works including hoisting and laying . 68 Rigid smooth centering and shuttering for R.C.C works and dismantling then after casting including cost of materials complete in ground floor. 69 Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge. 70 DETAILED ESTIMATE FOR REPAIR TO DRAINAGE UNDER TUNNEL AT RD.30MT.,610MT. OF MAIN CANAL OF HALDI M.I.P 71 Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the derbies within 50mtr lead. 72 C.C M-15 grade with crushed granite coarse aggregate of size 20mm & down graded to be mixed in concrete mixed including cost, conveyance and royality of all materials, and labour and laying in head works and canal strutures of the project with required lifts and delifts as per direction of Engineering-in-charge. 73 Rigid smooth centering and shuttering for R.C.C works and dismantling then after casting including cost of materials complete in ground floor. 74 Supplying fitting, fixing uncoated HYSD bar reinforcement complete as per drawing and technical specification. 75 Rough stone dry packing in aprons and revetments with hard granite stones (15cm to 30cm size). 76 Karlapada MIP(Res),Bhawanipatna Block, Kalandi District 77 Clearing shrub jungles uprooting stumps of trees and small bushes and trees below 1 M girth on premeasurment. 78 Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc interspread with boulders upto 0.50 cum size with all leads and lifts and delifts, including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specifcation within 1 km lead including construction, maintenance, watering and lighting of haul road and disposal area etc. complete as per direction of engineer-in charge. 79 Fine dressing and turfing with One Extra lead over initial lead of 50m and One Extra Lift over 1.5m initial lift as per direction of Engineer-in-charge. 80 Collecting stacking and conveying from stags and spreading moorum and consolidation with H.R.R Including cost conveyancing and royality etc complete. 81 Rough stone dry packing in aprons and revetments with hard granite stones (15cm to 30cm size). 82 Earth work Excavation of hard soil or gravely soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm. to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. 83 Cement concrete M-15 grade with 20mm down grade black hard granite (crusher broken) chips for R.C.C. works including hoisting and laying . 84 Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification 85 Rigid smooth centering and shuttering for R.C.C works and dismantling then after casting including cost of materials complete in ground floor. 86 Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge. 87 Removing old revetment and aprons and repacking with old stones. 88 Improvement to Distribution System 89 REPAIR TO HEAD REGULATOR 90 Earth work of Ordinary soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm. to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. 91 Earthwork in excavation of foundation in hard soil within initial lead of 50 m. and 1.5 m. of initial lift including dressing and levelling the surface and make it fit for laying concrete etc. complete. 92 R.C.C M-20 grade with crushed granite coarse aggregate of size 20mm & down graded to be mixed in concrete mixed including cost, conveyance and royality of all materials, and labour and laying in head works and canal strutures of the project with required lifts and delifts as per direction of Engineering-in-charge. 93 Rigid smooth centering and shuttering for R.C.C works and dismantling then after casting including cost of materials complete in ground floor. 94 Supplying fitting, fixing uncoated HYSD bar reinforcement complete as per drawing and technical specification. 95 REPAIR TO SURPLUS ESCAPE 96 Earthwork in excavation of foundation in hard soil within initial lead of 50 m. and 1.5 m. of initial lift including dressing and levelling the surface and make it fit for laying concrete etc. complete. 97 C.C M-15 grade with crushed granite coarse aggregate of size 20mm & down graded to be mixed in concrete mixed including cost, conveyance and royality of all materials, and labour and laying in head works and canal strutures of the project with required lifts and delifts as per direction of Engineering-in-charge. 98 Rigid smooth centering and shuttering for R.C.C works and dismantling then after casting including cost of materials complete in ground floor. 99 Supplying fitting, fixing uncoated HYSD bar reinforcement complete as per drawing and technical specification. 100 Rough stone dry packing in aprons and revetments with hard granite stones (15cm to 30cm size). 101 Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge. 102 REPAIR TO MAIN, BRANCH, & MINOR CANAL SYSTEM 103 Earth work of Ordinary soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm. to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. 104 Clearing shrub jungles uprooting stumps of trees and small bushes and trees below 1 M girth on premeasurment. 105 Reinforcement Cement concrete M-20 gradewith crushed broken granite course aggregate of size 20mm down graded mixed in batching and mixing plant including cost of all materials, machineries and labour and transportation of mixed concrete within initial lead of 1 km by mechanical means and laying in dams, barrages, power house and pen stock with all lifts/delifts up to 1.5m height above average ground level as per direction of Engineer-in-charge.(Cost of transportation to be added) 106 Cement concrete M-15 grade with 20mm down grade black hard granite (crusher broken) chips for R.C.C. works including hoisting and layingetc as directed by E-I C 107 Rigid smooth centering and shuttering for R.C.C works and dismantling then after casting including cost of materials complete in ground floor. 108 20mm thick cement plaster (1:4) for stone work per sqm. 109 Re- Construction of Outlet (03 Nos) 110 Earth work Excavationin hard soil for foundation within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximun 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. 111 Cement concrete M-15 grade in crushed granite coarse aggregate of size 20mm size & down graded to be mixed in concrete mixer including cost,conveyance and royality of all materials,machineries and labour and laying in head works,canal structures of the project with required lifts & delifts as per direction of Engineer-in-charge. 112 Rigid smooth centering and shuttering for R.C.C works and dismantling then after casting including cost of materials complete in ground floor. 113 Earth work in hard soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximun 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. 114 HYSD bars including 5% overlaps and wastage 115 Providing ,laying and fixing RCC hume pipe finished the exposed surface smoothincluding cost and conveyance of the materials required for the work complete in all respect as directed by the Engineer-in-Charge 116 Kankrimal MIP(D/W),Junagarh Block,Kalahandi District 117 Renovation of Head works 118 Earth work Excavation of hard soil or gravely soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm. to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. 119 C.C M-20 grade with crushed granite coarse aggregate of size 20mm & down graded to be mixed in concrete mixed including cost, conveyance and royality of all materials, and labour and laying in head works and canal strutures of the project with required lifts and delifts as per direction of Engineering-in-charge. 120 Cement concrete M-15 grade with 20mm down grade black hard granite (crusher broken) chips for R.C.C. works including hoisting and laying … etc. complete as directed by theEngineer-in-charge 121 Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification … etc. complete as directed by theEngineer-in-charge 122 Rigid smooth centering and shuttering for R.C.C works and dismantling then after casting including cost of materials complete in ground floor… etc. complete as directed by theEngineer-in-charge 123 Providing rigid shuttering with the box type steel shuttering plates with keys for intermidiate construction joints in rafts of weir,barriage & dam block including cost of materials labour, T&P etc complete as per direction by the E.I.C including removal of forms. 124 Excavation of approved type of soil in approved borrow area by mechanical means loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc interspread with boulders upto 0.50 cum size with all leads and lifts and delifts, including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specifcation within 1 km lead including construction, maintenance, watering and lighting of haul road and disposal area etc. complete as per direction of engineer-in charge. 125 Ramming and rolling earth work with light H.R.R. in embankments in layers not exceeding 0.30 m in depth as directed by the Engineer-in- charge 126 Rough stone dry packing in aprons and revetments with hard granite stones 127 Earth work Excavation of ordinary soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm. to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. 128 Dismantling brick or stone masonary in lime or cement mortar above 3m. Ht. including stacking the useful materials for reuse and removing the derbies within 50mtr lead. 129 Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the derbies within 50mtr lead. 130 RESECTIONING OF CANAL 131 Clearing grass and removal of rubbish up to a distance of 50 mtr. Outside the periphery of the area including labour, T & P and all taxes etc complete excluding GST as per the direction of the Engineer-in-Charge. 132 Earth work Excavation of ordinary soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm. to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. 133 Earth work of hard soil or gravely soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm. to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. 134 Cement concrete M-15 grade with 20mm down grade black hard granite (crusher broken) chips for R.C.C. works including hoisting and laying . 135 Improvement to sunamukhisagar MIP at Narla Block Kalahandi District under OIIPCRA Scheme 136 RESECTIONING OF U/S D/W BANK 137 Excavation, loading, unloading and carriage by mechanical means of kinds of soil including stoney earth, gravel and moorum etc interspread with boulders up to 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as directed by the Engineer - in- charge within an initial lead of 1 km from the place of excavation complete. 138 Rough stone dry packing in aprons and revetments to all heights with Hard Stone of30Cmand above size. Quarried of approved quality including cost, conveyance, royalty to proper slope and level complete in all respect as directed by the E.I.c 139 REPAIR OF SURPLUS ESCAPE 140 Earthwork in excavation of foundation in hard soil within initial lead of 50 m. and 1.5 m. of initial lift including dressing and levelling the surface and make it fit for laying concrete etc. complete. 141 Filling in foundation and plinth with sand watered and rammed. 142 C.C M-15 grade with crushed granite coarse aggregate of size 20mm & down graded to be mixed in concrete mixed including cost, conveyance and royality of all materials, and labour and laying in head works and canal strutures of the project with required lifts and delifts as per direction of Engineering-in-charge. 143 C.C M-20 grade with crushed granite coarse aggregate of size 20mm & down graded to be mixed in concrete mixed including cost, conveyance and royality of all materials, and labour and laying in head works and canal strutures of the project with required lifts and delifts as per direction of Engineering-in-charge. 144 Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification 145 Providing smooth centering, shuttering for R.C.C. work including cost, conveyance, all taxes of materials including dismantling it after required period etc. complete as directed by the Engineer-in-charge 146 Earth work is hard soil or gravely soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm. to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. 147 Khadaknalla MIP (D/W),Bhawanipatna Block ,Kalahandi Distict 148 IMPROVEMENT TO DIVERSION WEIR OF KHADAKNALLA M.I.P 149 Earth work of Ordinary soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm. to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. 150 Clearing shrub jungles uprooting stumps of trees and small bushes and trees below 1 M girth on premeasurment. 151 Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc interspread with boulders upto 0.50 cum size with all leads and lifts and delifts, including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specifcation within 1 km lead including construction, maintenance, watering and lighting of haul road and disposal area etc. complete as per direction of engineer-in charge. 152 Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc interspread with boulders upto 0.50 cum size with all leads and lifts and delifts, including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specifcation within 1 km lead including construction, maintenance, watering and lighting of haul road and disposal area etc. complete as per direction of engineer-in charge. 153 Fine dressing and turfing with one Extra lead over initial lead of 50m and Four Extra Lift over 1.5m initial lift as per direction of Engineer-in-charge. 154 Collecting stacking and conveying from stags and spreading moorum and consolidation with H.R.R Including cost conveyancing and royality etc complete. 155 Earth work Excavation of foundation in hard soil or gravely soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm. to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. 156 Cement concrete M-15 grade with 20mm down grade black hard granite (crusher broken) chips for R.C.C. works including hoisting and layingetc as directed by E-I C 157 Reinforcement Cement concrete M-20 gradewith crushed broken granite course aggregate of size 20mm down graded mixed in batching and mixing plant including cost of all materials, machineries and labour and transportation of mixed concrete within initial lead of 1 km by mechanical means and laying in dams, barrages, power house and pen stock with all lifts/delifts up to 1.5m height above average ground level as per direction of Engineer-in-charge.(Cost of transportation to be added) 158 Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification 159 Rigid smooth centering and shuttering for R.C.C works and dismantling then after casting including cost of materials complete in ground floor. 160 Rough stone dry packing in aprons and revetments with hard granite stones (15cm to 30cm size). 161 Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge. 162 Improvement to Distribution System 163 Construcction of Vertical Trough Walling in RMC 164 Earthwork in excavation of foundation in hard/ gravelly soil within initial lead and lift 165 Earthwork in excavation in all kinds of soil and laying in layers of 30 cm within initial lead and lift 166 Providing Cement Concrete M15 using 20 mm down graded HG broken metal 167 Rigid Smooth Cenering & Shuttering to Walls and fins 168 Turing 169 Filling F & P with excavated earth 170 Construcction of Vertical Trough Walling in LMC 171 Earthwork in excavation of foundation in hard/ gravelly soil within initial lead and lift 172 Earthwork in excavation in all kinds of soil and laying in layers of 30 cm within initial lead and lift 173 Providing Cement Concrete M15 using 20 mm down graded HG broken metal 174 Rigid Smooth Cenering & Shuttering to Walls and fins 175 Turing 176 Filling F & P with excavated earth 177 Construction of Box Culvert over CC Walling 178 Earth work Excavationin hard soil for foundation within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximun 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. 179 Cement concrete M-15 grade in crushed granite coarse aggregate of size 40mm size & down graded to be mixed in concrete mixer including cost,conveyance and royality of all materials,machineries and labour and laying in head works,canal structures of the project with required lifts & delifts as per direction of Engineer-in-charge. 180 Cement concrete M-20 grade in crushed granite coarse aggregate of size 20mm size & down graded to be mixed in concrete mixer including cost,conveyance and royality of all materials,machineries and labour and laying in head works,canal structures of the project with required lifts & delifts as per direction of Engineer-in-charge. 181 Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification. 182 Rigid smooth centering and shuttering for R.C.C works and dismantling then after casting including cost of materials complete in ground floor. 183 Barimunda MIP in padampur block of Bargarh District 184 IMROVEMENT TO EARTHEN DAM 185 Clearing grass and removal of rubbish up to a distance of 50mt. Outside the pheriphery of the area as directed by the Engineer-in-Charge. 186 Excavation ,loading,unloading and carriage by mechanical means of all kinds of soil including stoney earth , gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from site as per the specification and as directed by the E.I.C within an initial lead of 1km from the place of excavation complete. 187 Construction of 4 Nos. of OUTLETS 188 Earth work Excavation in hard soil for foundation within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximun 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. 189 Cement concrete M-15 grade in crushed granite coarse aggregate of size 20mm size & down graded to be mixed in concrete mixer including cost, conveyance and royality of all materials, machineries and labour and laying in head works,canal structures of the project with required lifts & delifts as per direction of Engineer-in-charge. 190 Rigid smooth centring & shuttering for R.C.C works and mass concrete in column base, footing walls etc. complete as per direction of Engineer incharage. (Data for 1sqm). 191 Earthwork excavationin hard soil or gravelly soilwith all leads & liftsto proper section and profile including dressing and levelling the bed to proper slope and level and making it fit for laying and depositing the excavated materials away from the work site with all leads and lifts complete as directed by the Engineer-in-Charge. 192 Supplying, straightening, cutting, bending, binding of steel reinforcement of different diameters and tying the grills as per approved design & drawing and placing in position including, cost, conveyance, royalties and other taxes of M.S. Rods, binding wires of 18 to 20 gauge including providing concrete chairs, dowel bars, lapping wherever necessary with supply of all labour and T&P required for the work etc, complete in all respect as directed by the Engineer-in-charge. 193 Providing laying and fixing RCC hume pipe finished the exposed surface smooth including cost and conveyance of the materials required for the work complete in all respect as directed by the Engineer-in-Charge 194 Construction of Tail Cluster 195 Earthwork in excavation of foundation in hard soil within initial lead of 50 m. and 1.5 m. of initial lift including dressing and levelling the surface and make it fit for laying concrete etc. complete 196 Cement concrete M15 grade with 20mm & down graded size h.g.c.b stone chips including hoisting and laying etcf complete as per drawing and Technical specification. Data for 1 Cum. 197 Rigid smooth centring & shuttering for R.C.C works and mass concrete in column base, footing walls etc. complete as per direction of Engineer incharage. (Data for 1sqm). 198 Rough stone dry packing in approns and revetments with hard stones other than granite 199 Construction of VRC 200 Earthwork excavation of foundation in hard soil or gravelly soilwith all leads & lifts to proper section and profile including dressing and levelling the bed to proper slope and level and making it fit for laying and depositing the excavated materials away from the work site with all leads and lifts complete as directed by the Engineer-in-Charge. 201 Cement Concrete M15 with 20mm. Size hard broken granite chips & down graded of approved qualitylowering, hoisting and laying the concrete for required level,finishing the exposed surface smooth with ramming, curing etc. complete in all respectwith cost, conveyance, royalty and other taxes of all materials etc. complete including dewatering as and when necessary as directed by the Engineer-in-Charge. 202 Providing and removing rigid and smooth centring and shuttering for plain or reinforced cement concrete works including false work and dismantling the same after casting and proper curing including cost, conveyance, royalty and taxes of all materials required for the work with supply of all labour and T&P required for the work etc, complete in all respect as directed by the Engineer-in-charge. 203 RCC M20 with 20mm. Size hard broken granite chips & down graded of approved qualitylowering, hoisting and laying the concrete for required level,finishing the exposed surface smooth with ramming, curing etc. complete in all respectwith cost, conveyanc 204 Earthwork excavationin hard soil or gravelly soilwith all leads & liftsto proper section and profile including dressing and levelling the bed to proper slope and level and making it fit for laying and depositing the excavated materials away from the work site with all leads and lifts complete as directed by the Engineer-in-Charge. 205 Supplying, straightening, cutting, bending, binding of steel reinforcement of different diameters and tying the grills as per approved design & drawing and placing in position including, cost, conveyance, royalties and other taxes of M.S. Rods, binding wires of 18 to 20 gauge including providing concrete chairs, dowel bars, lapping wherever necessary with supply of all labour and T&P required for the work etc, complete in all respect as directed by the Engineer-in-charge. 206 Rough stone dry packing in approns and revetments with hardstones other than granite( including cost & conveyance of stone.)(15 cm to 30cm) 207 Construction of Walling 208 RD 680M-1316M 209 Earthwork excavation of foundation in hard soil or gravelly soilwith all leads & lifts to proper section and profile including dressing and levelling the bed to proper slope and level and making it fit for laying and depositing the excavated materials away from the work site with all leads and lifts complete as directed by the Engineer-in-Charge. 210 Excavation ,loading,unloading and carriage by mechanical means of all kinds of soil including stoney earth , gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from site as per the specification and as directed by the E.I.C within an initial lead of 1km from the place of excavation complete. 211 Cement Concrete M15 with 20mm. Size hard broken granite chips & down graded of approved qualitylowering, hoisting and laying the concrete for required level,finishing the exposed surface smooth with ramming, curing etc. complete in all respectwith cost, conveyance, royalty and other taxes of all materials etc. complete including dewatering as and when necessary as directed by the Engineer-in-Charge. 212 Providing and removing rigid and smooth centring and shuttering for plain or reinforced cement concrete works including false work and dismantling the same after casting and proper curing including cost, conveyance, royalty and taxes of all materials required for the work with supply of all labour and T&P required for the work etc, complete in all respect as directed by the Engineer-in-charge. 213 Fine dressing and turfing with initial lead 50 m and 1.50 m initial lift as per direction of EIC 214 Filling foundation & Plinth with excavated earth as per the direction of Engineer in charge. 215 Construction of Walling 216 RD 1316M-1325M 217 Earthwork excavation of foundation in hard soil or gravelly soilwith all leads & lifts to proper section and profile including dressing and levelling the bed to proper slope and level and making it fit for laying and depositing the excavated materials away from the work site with all leads and lifts complete as directed by the Engineer-in-Charge. 218 Excavation ,loading,unloading and carriage by mechanical means of all kinds of soil including stoney earth , gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from site as per the specification and as directed by the E.I.C within an initial lead of 1km from the place of excavation complete. 219 Cement Concrete M15 with 20mm. Size hard broken granite chips & down graded of approved qualitylowering, hoisting and laying the concrete for required level,finishing the exposed surface smooth with ramming, curing etc. complete in all respectwith cost, conveyance, royalty and other taxes of all materials etc. complete including dewatering as and when necessary as directed by the Engineer-in-Charge. 220 Providing and removing rigid and smooth centring and shuttering for plain or reinforced cement concrete works including false work and dismantling the same after casting and proper curing including cost, conveyance, royalty and taxes of all materials required for the work with supply of all labour and T&P required for the work etc, complete in all respect as directed by the Engineer-in-charge. 221 Fine dressing and turfing with initial lead 50 m and 1.50 m initial lift as per direction of EIC 222 Filling foundation & Plinth with excavated earth as per the direction of Engineer in charge. 223 Construction of Walling 224 RD 1325M-1485M 225 Earthwork excavation of foundation in hard soil or gravelly soilwith all leads & lifts to proper section and profile including dressing and levelling the bed to proper slope and level and making it fit for laying and depositing the excavated materials away from the work site with all leads and lifts complete as directed by the Engineer-in-Charge. 226 Excavation ,loading,unloading and carriage by mechanical means of all kinds of soil including stoney earth , gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from site as per the specification and as directed by the E.I.C within an initial lead of 1km from the place of excavation complete. 227 Cement Concrete M15 with 20mm. Size hard broken granite chips & down graded of approved qualitylowering, hoisting and laying the concrete for required level,finishing the exposed surface smooth with ramming, curing etc. complete in all respectwith cost, conveyance, royalty and other taxes of all materials etc. complete including dewatering as and when necessary as directed by the Engineer-in-Charge. 228 Providing and removing rigid and smooth centring and shuttering for plain or reinforced cement concrete works including false work and dismantling the same after casting and proper curing including cost, conveyance, royalty and taxes of all materials required for the work with supply of all labour and T&P required for the work etc, complete in all respect as directed by the Engineer-in-charge. 229 Fine dressing and turfing with initial lead 50 m and 1.50 m initial lift as per direction of EIC 230 Filling foundation & Plinth with excavated earth as per the direction of Engineer in charge. 231 Construction of Walling 232 RD 1485M-1720M 233 Earthwork excavation of foundation in hard soil or gravelly soilwith all leads & lifts to proper section and profile including dressing and levelling the bed to proper slope and level and making it fit for laying and depositing the excavated materials away from the work site with all leads and lifts complete as directed by the Engineer-in-Charge. 234 Excavation ,loading,unloading and carriage by mechanical means of all kinds of soil including stoney earth , gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from site as per the specification and as directed by the E.I.C within an initial lead of 1km from the place of excavation complete. 235 Cement Concrete M15 with 20mm. Size hard broken granite chips & down graded of approved qualitylowering, hoisting and laying the concrete for required level,finishing the exposed surface smooth with ramming, curing etc. complete in all respectwith cost, conveyance, royalty and other taxes of all materials etc. complete including dewatering as and when necessary as directed by the Engineer-in-Charge. 236 Providing and removing rigid and smooth centring and shuttering for plain or reinforced cement concrete works including false work and dismantling the same after casting and proper curing including cost, conveyance, royalty and taxes of all materials required for the work with supply of all labour and T&P required for the work etc, complete in all respect as directed by the Engineer-in-charge. 237 Fine dressing and turfing with initial lead 50 m and 1.50 m initial lift as per direction of EIC 238 Filling foundation & Plinth with excavated earth as per the direction of Engineer in charge. 239 Construction of Walling 240 RD 1720M-1760M 241 Earthwork excavation of foundation in hard soil or gravelly soilwith all leads & lifts to proper section and profile including dressing and levelling the bed to proper slope and level and making it fit for laying and depositing the excavated materials away from the work site with all leads and lifts complete as directed by the Engineer-in-Charge. 242 Excavation ,loading,unloading and carriage by mechanical means of all kinds of soil including stoney earth , gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from site as per the specification and as directed by the E.I.C within an initial lead of 1km from the place of excavation complete. 243 Cement Concrete M15 with 20mm. Size hard broken granite chips & down graded of approved qualitylowering, hoisting and laying the concrete for required level,finishing the exposed surface smooth with ramming, curing etc. complete in all respectwith cost, conveyance, royalty and other taxes of all materials etc. complete including dewatering as and when necessary as directed by the Engineer-in-Charge. 244 Providing and removing rigid and smooth centring and shuttering for plain or reinforced cement concrete works including false work and dismantling the same after casting and proper curing including cost, conveyance, royalty and taxes of all materials required for the work with supply of all labour and T&P required for the work etc, complete in all respect as directed by the Engineer-in-charge. 245 Fine dressing and turfing with initial lead 50 m and 1.50 m initial lift as per direction of EIC 246 Filling foundation & Plinth with excavated earth as per the direction of Engineer in charge. 247 Construction of Walling 248 RD 1760M-1800M 249 Earthwork excavation of foundation in hard soil or gravelly soilwith all leads & lifts to proper section and profile including dressing and levelling the bed to proper slope and level and making it fit for laying and depositing the excavated materials away from the work site with all leads and lifts complete as directed by the Engineer-in-Charge. 250 Excavation ,loading,unloading and carriage by mechanical means of all kinds of soil including stoney earth , gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from site as per the specification and as directed by the E.I.C within an initial lead of 1km from the place of excavation complete. 251 Cement Concrete M15 with 20mm. Size hard broken granite chips & down graded of approved qualitylowering, hoisting and laying the concrete for required level,finishing the exposed surface smooth with ramming, curing etc. complete in all respectwith cost, conveyance, royalty and other taxes of all materials etc. complete including dewatering as and when necessary as directed by the Engineer-in-Charge. 252 Providing and removing rigid and smooth centring and shuttering for plain or reinforced cement concrete works including false work and dismantling the same after casting and proper curing including cost, conveyance, royalty and taxes of all materials required for the work with supply of all labour and T&P required for the work etc, complete in all respect as directed by the Engineer-in-charge. 253 Fine dressing and turfing with initial lead 50 m and 1.50 m initial lift as per direction of EIC 254 Filling foundation & Plinth with excavated earth as per the direction of Engineer in charge. 255 Jampalikata M IP in Jharbandh block of Bargargh District 256 Improvement to Distribuition System 257 Clearing grass and removal of rubbish up to a distance of 50 mtr. Outside the periphery of the area including labour, T & P and all taxes etc complete excluding GST as per the direction of the Engineer-in-Charge. 258 Earth work in ordinary soil within 50m initial lead and 1.5m initial lift including rough dressing and braking clods to maximum 5cm to 7cm and laying lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 259 Renovation to Surplus Escape 260 Clearing grass and removal of rubbish up to a distance of 50 mtr. Outside the periphery of the area including labour, T & P and all taxes etc complete excluding GST as per the direction of the Engineer-in-Charge. 261 Excavation Loading unloading and carrage by Mechanical means of all kinds of soil incluiding stoney earth gravel & moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts incluiding trimming of slopes and bed to design section an 262 Cement Concrete M15 with 20mm. Size hard broken granite chips & down graded of approved qualitylowering, hoisting and laying the concrete for required level,finishing the exposed surface smooth with ramming, curing etc. complete in all respectwith cost, conveyance, royalty and other taxes of all materials etc. complete including dewatering as and when necessary as directed by the Engineer-in-Charge. 263 RCC M20 with 20mm. Size hard broken granite chips & down graded of approved qualitylowering, hoisting and laying the concrete for required level,finishing the exposed surface smooth with ramming, curing etc. complete in all respectwith cost, conveyance, royalty and other taxes of all materials etc. complete including dewatering as and when necessary as directed by the Engineer-in-Charge. 264 Supplying, straightening, cutting, bending, binding of steel reinforcement of different diameters and tying the grills as per approved design & drawing and placing in position including, cost, conveyance, royalties and other taxes of M.S. Rods, binding wires of 18 to 20 gauge including providing concrete chairs, dowel bars, lapping wherever necessary with supply of all labour and T&P required for the work etc, complete in all respect as directed by the Engineer-in-charge. 265 Providing and removing rigid and smooth centring and shuttering for plain or reinforced cement concrete works including false work and dismantling the same after casting and proper curing including cost, conveyance, royalty and taxes of all materials required for the work with supply of all labour and T&P required for the work etc, complete in all respect as directed by the Engineer-in-charge. 266 Rough stone dry packing in approns and revetments with hardstones other than granite( including cost & conveyance of stone.)(15 cm to 30cm) 267 Kermelikata MIP in gaisilet block of bargarh District 268 IMROVEMENT TO EARTHEN DAM 269 clearing grass and removal of rubbish up to a distance of 50mt. Outside the pheriphery of the area as directed by the Engineer-in-Charge. 270 Excavation ,loading,unloading and carriage by mechanical means of all kinds of soil including stoney earth , gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from site as per the specification and as directed by the E.I.C within an initial lead of 1km from the place of excavation complete. 271 Excavation ,loading,unloading and carriage by mechanical means of all kinds of soil including stoney earth , gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from site as per the specification and as directed by the E.I.C within an initial lead of 2km from the place of excavation complete. 272 Ramming and rolling earth work with light H.R.R. in embankments in layers not exceeding 0.30 m in depth as directed by the Engineer-in-charge 273 Fine dressing and turfing to the slopes of canal embankment with best compacted dub grass sods to be borrowed by mechanical means including periodical watering till the survival of turf with all leads and lifts complete as directed by the E.I.C. (The measurement will be taken after survival of sods). 274 Collecting, supplying and spreading of good laterite moorum including cost, conveyance, royalty to proper slope and level complete in all respect as directed by the Engineer-in-charge 275 Construction of Surplus Escape 276 Earthwork in excavation of foundation to proper profile in hard soil within initial lead & initial lift including dressing and leveling the bed to proper slope and level including depositing the excavated materials clear of work site with initial lead and lift of 50m & initial lift of 1.5m including dewatering from foundation if necessary complete as directed by the E.I.C. (A/R-2006, P-2, 1-2(a)) 277 Cement concrete M15 grade with crushed granite coarse aggregate of 20 mm size concrete mixture including cost of all materials, machineries and labouer with all lead for materials upto the mixing yard and transportation of mixed concrete within initial lead of 50m and laying in dams, barrages, power house and pen stock with all lift/delift upto 1.50m height above average ground level etc. complete in all respect to proper slope & level with all cost, conveyance, royalty & other taes of all materials complete in all respect as directed by the Engineer-in-charge. 278 Cement concrete M20 grade with crushed granite coarse aggregate of 20 mm size in Leoncrete mixture including cost of all materials, machineries and labouer with all lead for materials upto the cost of all materials importation of mixed concrete within initial lead of 50m and laying in dams, barrages, power house and pen stock with all lift/delift upto 1.50m height above average ground level etc. complete in all respect to proper slope & level with all cost, conveyance, royalty & other taes of all materials complete in all respect as directed by the Engineer-in-charge. 279 Straightening, cutting, bending, binding and lying the placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge. 280 Providing & removing rigid and smooth centring & shuttering for reinforced cement concrete works including false work and dismentaling the same after casting with supply of all labour & T&P required for the work etc. complete in all respect as directed by the Engineer in Charge. 281 Filling in foundation and plinth with excavated earth well watered and rammed with all leads and lifts including arrangements for carriage of water and with cost, conveyance of all materials labour required for the work etc. complete in all respect as directed by the E.I.C. (A/R-2006, P-8, i-4) 282 Koknarakata MIP in paikmal block of bargarh District 283 Improvement to Earthen Dam 284 clearing grass and removal of rubbish up to a distance of 50mt. Outside the pheriphery of the area as directed by the Engineer-in-Charge. 285 Earthwork excavationin hard soil or gravelly soilwith all leads & liftsto proper section and profile including dressing and levelling the bed to proper slope and level and making it fit for laying and depositing the excavated materials away from the work site with all leads and lifts complete as directed by the Engineer-in-Charge. 286 Excavation of all kind of soil by mechanical means loading in to and transportation by mechanical means and unloading the soil within initial lead of 2km……….E.I.C. 287 Ramming and rolling earth work with light HRR In embankments in layers not exceeding 0.3m depth as directed by the Engineer in charge. 288 Fine dressing and turfing to the slopes of canal embankment with best compacted dub grass sods to beborrowed by mechanical means including periodical watering till the survival of turf with all leads and lifts complete as directed by the E.I.C (The measur 289 Collecting, stacking and conveying from stacks spreading moorum and consolidation with H.R.R. Including water as directed by Engineer-in-charge. 290 Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debris within 50M lead as directed by the Engineer-in-Charge. 291 Earthwork excavation of foundation in hard soil or gravelly soilwith all leads & lifts to proper section and profile including dressing and levelling the bed to proper slope and level and making it fit for laying and depositing the excavated materials away from the work site with all leads and lifts complete as directed by the Engineer-in-Charge. 292 Filling in foundtion and plinth with sand well watering and rammed including all charges. 293 Cement concrete M15 grade with crushed granite coarse aggregate of 20mm down graded mixed in concrete mixture including cost of all materials, machineries and labour with all lead for materials upto the mixing yard and transportation ofmixed concrete w 294 Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debris within 50M lead as directed by the Engineer-in-Charge. 295 Earthwork excavation of foundation in hard soil or gravelly soilwith all leads & lifts to proper section and profile including dressing and levelling the bed to proper slope and level and making it fit for laying and depositing the excavated materials away from the work site with all leads and lifts complete as directed by the Engineer-in-Charge. 296 Fabrication of Shutter 297 SarangpurMIP (Res),padampur block bargarh district 298 Dam Re-sectioning 299 Excavation ,loading,unloading and carriage by mechanical means of all kinds of soil including stoney earth , gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design sectio 300 Excavation any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechnical means and unloading the soil within intial lead of 3km on properly preapred and scientifically approved surface including spreadi 301 Ramming or rolling earth work with light HRR in embankment in layers not exceeding 0.3 m 302 Rough stone dry packing in approns and revetments with hard granite stones( including cost & conveyance of stone.)( 30cm and above size) U/S stone pitching of Dam 303 Gravel backing to revetments with approved quality gravel including cost of all materials, royalty and all taxes of materials as per prevailing norm, supply of labour and T&P etc required for the work as per the direction of the Engineer-In-Charge complet 304 Supplying, Stacking the moorum in sub-base including stacking the same on road side In box heap size 1.50 X 1.50 X 0.44 mt.to be measured as one cum and also spreading the moorum consolidation with HRR including watering 305 Fine dressing and turfing the slopes of the dam or dyke with compact Dub grass with initial lifts and lead and as per the direction of the Engineer-In-Charge 306 Clearing grass and removal of rubbish up to a distance of 50mt. Outside the pheriphery of the area as directed by the Engineer-in-Charge. 307 Construction of Head Regulator 308 Dismantling brick or stone masonery in lime or cement mortar under 3m. Height including stacking the useful materials for reuse and removing the debris within 50m. Lead 309 Earthwork excavation of foundation in hard soil or gravelly soilwith all leads & lifts to proper section and profile including dressing and levelling the bed to proper slope and level and making it fit for laying and depositing the excavated materials a 310 R.C.C-15 grade with crushed granite coarse aggregate of size 20mm & down graded to be mixed in concrete mixed including cost, conveyance and royality of all materials, and labour and laying in head works and canal strutures of the project with required li 311 Superstructure 312 R.C.C M-20grade with crushed granite coarse aggregate of size 20mm & down graded to be mixed in concrete mixed including cost, conveyance and royality of all materials, and labour and laying in head works and canal strutures of the project with required lifts and delifts as per direction of Engineering-in-charge. 313 Rigid smooth centering and shuttering for R.C.C works and dismantling then after casting including cost of materials complete in ground floor. 314 Supplying fitting, fixing uncoated HYSD bar reinforcement complete as per drawing and technical specification. 315 Removing old revetment and approns and repacking with old stones. 316 Construction of Surplus escape 317 Dismantling brick or stone masonery in lime or cement mortar under 3m. Height including stacking the useful materials for reuse and removing the debris within 50m. Lead 318 Earthwork excavation of foundation in hard soil or gravelly soilwith all leads & lifts to proper section and profile including dressing and levelling the bed to proper slope and level and making it fit for laying and depositing the excavated materials a 319 R.C.C-15 grade with crushed granite coarse aggregate of size 20mm & down graded to be mixed in concrete mixed including cost, conveyance and royality of all materials, and labour and laying in head works and canal strutures of the project with required li 320 R.C.C M-20grade with crushed granite coarse aggregate of size 20mm & down graded to be mixed in concrete mixed including cost, conveyance and royality of all materials, and labour and laying in head works and canal strutures of the project with required 321 Providing & removing rigid and smooth centering & shuttering for Plain Cement Concrete/reinforced cement concrete works including false work and dismantling the same after casting with supply of all labour & T&P required for the work etc. complete in all 322 Supplying fitting, fixing uncoated HYSD bar reinforcement complete as per drawing and technical specification. 323 Removing old revetment and approns and repacking with old stones. 324 Earth work in hard soil with50m Initial lead and 1.5m initial lift including rough dressing and breaking clods maximum 5cm to 7cm and laying in not exceding 0.3m in depth and as per the direction of the engineer-in-charge. 325 Construction of Outlet 326 Earthwork excavation of foundation in hard soil or gravelly soilwith all leads & lifts to proper section and profile including dressing and levelling the bed to proper slope and level and making it fit for laying and depositing the excavated materials away from the work site with all leads and lifts complete as directed by the Engineer-in-Charge. 327 Cement Concrete M15 with 20mm. Size hard broken granite chips & down graded of approved qualitylowering, hoisting and laying the concrete for required level,finishing the exposed surface smooth with ramming, curing etc. complete in all respectwith cost, conveyance, royalty and other taxes of all materials etc. complete including dewatering as and when necessary as directed by the Engineer-in-Charge.(RCC) 328 Rigid & smooth steel centering & shuttering for concrete works and dismantling then after casting including cost of materials complete (For concrete in foundation &plinth) 329 Laying and fixing in position RCC NP3 hume pipe of 150mm diameter with collars jointed with cement mortar 1:3 including cost of pipe, conveyance charge and all taxes etc. complete 330 Construction of Stepped fall 331 Dismantling and removing cement concrete including stacking the useful material for reuse and removing the debris within 50m. Lead 332 Cement Concrete M15 with 20mm. Size hard broken granite chips & down graded of approved qualitylowering, hoisting and laying the concrete for required level,finishing the exposed surface smooth with ramming, curing etc. complete in all respectwith cost, conveyance, royalty and other taxes of all materials etc. complete including dewatering as and when necessary as directed by the Engineer-in-Charge.(RCC) 333 Providing and removing rigid and smooth centring and shuttering for plain or reinforced cement concrete works including false work and dismantling the same after casting and proper curing including cost, conveyance, royalty and taxes of all materials requ 334 Supplying, straightening, cutting, bending, binding of steel reinforcement of different diameters and tying the grills as per approved design & drawing and placing in position including, cost, conveyance, royalties and other taxes of M.S. Rods, binding wi 335 RCC M20 with 20mm. Size hard broken granite chips & down graded of approved qualitylowering, hoisting and laying the concrete for required level,finishing the exposed surface smooth with ramming, curing etc. complete in all respectwith cost, conveyanc 336 Construction of walling 337 RD 11M TO 60M 338 Earthworkexcavation of foundationhard soil/ gravelly soil within 50m initial lead and 1.5m initial lift incluiding rough dressing and breaking clods to maximum 5cm. To 7cm and laying in layers not exeeding 0.3m in depth as per the direction of the Engineer-in-charge. 339 Earthwork in excavation in ordinarysoil and laying in layers of 30 cm within initial lead and lift. 340 Providing Cement Concrete M15 using 20 mm down graded HG broken metal (RCC) 341 Rigid Smooth Cenering & Shuttering for R.C.C works and dismantling then after casting incluiding cost of materials complete in ground floor 342 Fine dressing and turfing with initial lead 50m and 1.5m initial leaft as per direction of E.I.C 343 Filling foundation and plinth with excavated earth as per the direction EIC 344 Construction of walling 345 RD 60M TO 280M 346 Earthworkexcavation of foundationhard soil/ gravelly soil within 50m initial lead and 1.5m initial lift incluiding rough dressing and breaking clods to maximum 5cm. To 7cm and laying in layers not exeeding 0.3m in depth as per the direction of the Engineer-in-charge. 347 Earthwork of ordinary soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction ofEngineer-in-charge. 348 Cement Concrete M-15 grade with 20mm down grade black hard granite (crusher broken) chips for RCC works including hoisting and laying(RCC) 349 Rigid Smooth Cenering & Shuttering for R.C.C works and dismantling then after casting incluiding cost of materials complete in ground floor 350 Fine dressing and turfing with initial lead 50m and 1.5m initial leaft as per direction of E.I.C 351 Filling foundation and plinth with excavated earth as per the direction EIC 352 Construction of walling 353 RD 280M TO 330M 354 Earthworkexcavation of foundationhard soil/ gravelly soil within 50m initial lead and 1.5m initial lift incluiding rough dressing and breaking clods to maximum 5cm. To 7cm and laying in layers not exeeding 0.3m in depth as per the direction of the Engineer-in-charge. 355 Earthwork of ordinary soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction ofEngineer-in-charge. 356 Cement Concrete M-15 grade with 20mm down grade black hard granite (crusher broken) chips for RCC works including hoisting and laying(RCC) 357 Rigid Smooth Cenering & Shuttering for R.C.C works and dismantling then after casting incluiding cost of materials complete in ground floor 358 Fine dressing and turfing with initial lead 50m and 1.5m initial leaft as per direction of E.I.C 359 Filling foundation and plinth with excavated earth as per the direction EIC 360 Construction of walling 361 RD 330M TO 600M 362 Earthworkexcavation of foundationhard soil/ gravelly soil within 50m initial lead and 1.5m initial lift incluiding rough dressing and breaking clods to maximum 5cm. To 7cm and laying in layers not exeeding 0.3m in depth as per the direction of the Engineer-in-charge. 363 Earthwork of ordinary soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction ofEngineer-in-charge. 364 Cement Concrete M-15 grade with 20mm down grade black hard granite (crusher broken) chips for RCC works including hoisting and laying(RCC) 365 Rigid Smooth Cenering & Shuttering for R.C.C works and dismantling then after casting incluiding cost of materials complete in ground floor 366 Fine dressing and turfing with initial lead 50m and 1.5m initial leaft as per direction of E.I.C 367 Filling foundation and plinth with excavated earth as per the direction EIC 368 Construction of walling 369 RD 600M TO 780M 370 Earthworkexcavation of foundationhard soil/ gravelly soil within 50m initial lead and 1.5m initial lift incluiding rough dressing and breaking clods to maximum 5cm. To 7cm and laying in layers not exeeding 0.3m in depth as per the direction of the Engineer-in-charge. 371 Earthwork of ordinary soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction ofEngineer-in-charge. 372 Cement Concrete M-15 grade with 20mm down grade black hard granite (crusher broken) chips for RCC works including hoisting and laying(RCC) 373 Rigid Smooth Cenering & Shuttering for R.C.C works and dismantling then after casting incluiding cost of materials complete in ground floor 374 Fine dressing and turfing with initial lead 50m and 1.5m initial leaft as per direction of E.I.C 375 Filling foundation and plinth with excavated earth as per the direction EIC 376 Steel shutter 377 Jamsethkata MIP in paikmal block of bargarh district 378 Excavation Loading unloading and carrage by Mechanical means of all klnds of soll lncluding Volume /Area stoney earth gravel & moorum etc Interspread wlth boulders up to 1/2 cum slze with all lifts and delifts including trimming of slopes and bed to design sectlon and diposltlng the excavated materials away from work site as per the directlon of Engineer In Charge wlthin an Inltial lead of 1 km from the place of excavatlon complete. 379 Cement concrete M1S grade with crushed granite coarse aggregate of 20 mm down graded mixed in concrete mixture including cost of all materlals, machinerles and labour with all lead for materials up to the mixing yard and transportation of mixed concrete within all leads, lifts & de-lifts and laying in worksite of concreting, compactlon by mechanlcal means etc. complete in all respect to proper slope and level with all cost, conveyance, royalty & other taxes etc. of all materials complete in all respect as directed by the E.I.C. 380 Cement concrete M20 grade with 20mm downgraded hard granite crusher broken chips of approved quality free from skin materlals mixing by mechanical means including hoisting lowering and laying the concrete in position to proper slope and level and compacting by vibrators in layers not exceeding 0.15m depth and finishing the exposed surface smoothly including watering, curing for required period, cost, conveyance, hire and running charges of all machineries, royalty and other taxes of all materials, labour, labour charges with T&P required for this item etc. complete in all respect as directed by the E.A.C. (A/R-2006, P-29, i 28) 381 Straightening, cutting, bending, binding and lying the grills as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge. 382 Providing rigid & smooth centering & shuttering for RCC work in F&P including cost, conveyance, taxes of all materials and labour charges with T&P requlred for the work etc. complete in all respect as directed by the E.I.C. (A/R-2006, P-54, 1-10(iv)) 383 Rough stone dry packing in aprons and revetments to all heights with H.G. Stone of 1 Cit. and above weighing not less than 160ibs/Cft. Quarried of approved quality including cost, conveyance, royalty to proper slope and level complete in all respect as directed by the Engineer-in-charge (Minimum 1/6 volume will be deducted towards voids) 384 Filling in foundation and plinth with excavated earth well watered and rammed with all leads and lifts including arrangements for carriage of water and with cost, conveyance of all materials labour required for the work etc. complete in all respect as directed by the E.I.C, (A/R-2006, P-8, i-4) 385 Fabrication of shutter
