Tank Improvement/ Renovation/ Modernisation Works Of 10 (Ten) Minor Irrigation Projects In Mayurbhanj District Under Oiipcra Scheme (Cluster-Viii).- 1 DETAILED ESTIMATE FOR IMPROVEMENT TO GHODABANDHA M.I.P. IN MORADA BLOCK OF MAYURBHANJ DISTRICT UNDER OIIPCRA SCHEME. 2 Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area including cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. 3 Earth work excavation of Foundation in hard soil or gravelly soil within 50m. Intial 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 depthincluding cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. 4 Earth work in oridinary soil within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth andincluding cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. (For Desilting) 5 Fillingin foundation and plinth with excavated earth including watering and ramming as direction of E.I.C. 6 Filling in foundation and plinth with good quality river sand with watering and ramming incluing cost, conveyane, cost of all materials and labour etc complete as per direction and specification of Engineer in charge 7 C.C work of grade M15 with 20mm and down grade H.G.Chips in foundation including curing, cost, conveyance etc all complete. 8 R.C.C work of grade M20 with 20mm and down grade H.G.Chips in foundation including curing, cost, conveyance etc all complete. 9 Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification. 10 Providing rigid shuttering with the box type steel shuttering plates with keys for intermediate construction joints in rafts of weirs, barrages and dam blocks including cost of all materials, labour, T. & P. etc. complete as directed by the Engineer-in-charge including removal of forms. 11 Earth work in hard soil or gravelly soil with one extra lead over 50m Initial lead and 1.50m 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 12 Providing weep holes in Brick masonary/plain/Reinforced Concrete aboutment, wingwall/Return wall with 50mm dia PVC pipe (Sch. 80), extending through the full width of the structure with slope of 1 V: 20 H towards drawing face etc. complete as per drawing and technical specification. 13 Rough stone dry packing in approns and revetments with hard granite stones 30cm & above including cost, carriage & Royalty etc. complete as pre the direction of the Engineer-in-charge. 14 Removing old revetment and approns and repacking with old stones (Departmental) stones 15cm to 30cm including cost, carriage & Royalty etc. complete as pre the direction of the Engineer-in-charge. 15 Removing old lime or cement plaster from walls including raking out joints 12 mm deep and removing the debris within 50m lead etc. complete as per the direction of the Engineer-in-charge. 16 Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debris within 50m lead etc. complete as per the direction of the Engineer-in-charge. 17 20mm. thick cemet plaster (1:4) over brickwork or masonry work with all cost, carriage raoyalty, T & P etc. complete as per the direction of the Engineer-in-charge. 18 6mm. thick cemet plaster (1:4) over brickwork or masonry work with all cost, carriage raoyalty, T & P etc. complete as per the direction of the Engineer-in-charge. 19 Fine dressing and turfing the slopes of the dam, dyke or canal embankment with compact dub grass with five extra leads over the initial lead of 50m and within initial lift of 1.50m etc. complete as per the direction of the Engineer-in-charge. [vide A/R Item No-16 & 17 at Page No-8 & 9] (Data 100sqm) 20 Providing & speading moorum and consolidation with HRR including watering, cost & conveyance of moorum etc. complete as per the direction of the Engineer-in-charge 21 Providing, laying & fixing in position 100mm dia R.C.C. Hume Pipe (NP-2) with collar jointed with cement mort Including cost and carriage of R.C.C Hume pipe etc. complete as per the direction of the Engineer-in-charge. 22 Providing fitting and fixing 12mm thick salitex board or Asphaltic sheets (bitumenous expansion joint board) in expansion joints including all cost as per the direction of the Engineer-in-charge. 23 DETAILED ESTIMATE FOR IMPROVEMENT TO TALAKUNDA M.I.P. IN KHUNTA BLOCK OF MAYURBHANJ DISTRICT UNDER OIIPCRA SCHEME. 24 Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area including cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. 25 Earth work excavation of Foundation in hard soil or gravelly soil within 50m. Intial 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 depthincluding cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. 26 Earth work in oridinary soil within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth andincluding cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. (For Desilting) 27 Fillingin foundation and plinth with excavated earth including watering and ramming as direction of E.I.C. 28 Filling in foundation and plinth with good quality river sand with watering and ramming incluing cost, conveyane, cost of all materials and labour etc complete as per direction and specification of Engineer in charge 29 C.C work of grade M15 with 20mm and down grade H.G.Chips in foundation including curing, cost, conveyance etc all complete. 30 R.C.C work of grade M20 with 20mm and down grade H.G.Chips in foundation including curing, cost, conveyance etc all complete. 31 Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification. 32 Providing rigid shuttering with the box type steel shuttering plates with keys for intermediate construction joints in rafts of weirs, barrages and dam blocks including cost of all materials, labour, T. & P. etc. complete as directed by the Engineer-in-charge including removal of forms. 33 Earth work in hard soil or gravelly soil with one extra lead over 50m Initial lead and 1.50m 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 34 Providing weep holes in Brick masonary/plain/Reinforced Concrete aboutment, wingwall/Return wall with 50mm dia PVC pipe (Sch. 80), extending through the full width of the structure with slope of 1 V: 20 H towards drawing face etc. complete as per drawing and technical specification. 35 Rough stone dry packing in approns and revetments with hard granite stones 30cm & above including cost, carriage & Royalty etc. complete as pre the direction of the Engineer-in-charge. 36 Providing, laying & fixing in position 100mm dia R.C.C. Hume Pipe (NP-2) with collar jointed with cement mort Including cost and carriage of R.C.C Hume pipe etc. complete as per the direction of the Engineer-in-charge. 37 DETAILED ESTIMATE FOR IMPROVEMENT TO NUAGAON M.I.P.(RES) IN UDALA BLOCK OF MAYURBHANJ DISTRICT UNDER OIIPCRA SCHEME. 38 Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area including cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. 39 Earth work excavation of Foundation in hard soil or gravelly soil within 50m. Intial 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 depthincluding cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. 40 Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within initial lead of 1km on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.5 cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as per the direction of Engineer-incharge. (measurement of the fill to be taken on the finished compacted section under OMC condition.) 41 Ramming or rolling eath work with light H.R.R. in embankment in layers not exceeding 0.3m including cost of all materials, labour, T. & P. etc. complete as directed by the Engineer-in-charge 42 Earth work in oridinary soil within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth andincluding cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. (For Desilting) 43 Fillingin foundation and plinth with excavated earth including watering and ramming as direction of E.I.C. 44 Filling in foundation and plinth with good quality river sand with watering and ramming incluing cost, conveyane, cost of all materials and labour etc complete as per direction and specification of Engineer in charge 45 C.C work of grade M15 with 20mm and down grade H.G.Chips in foundation including curing, cost, conveyance etc all complete. 46 R.C.C work of grade M20 with 20mm and down grade H.G.Chips in foundation including curing, cost, conveyance etc all complete. 47 Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification. 48 Providing rigid shuttering with the box type steel shuttering plates with keys for intermediate construction joints in rafts of weirs, barrages and dam blocks including cost of all materials, labour, T. & P. etc. complete as directed by the Engineer-in-charge including removal of forms. 49 Earth work in hard soil or gravelly soil with one extra lead over 50m Initial lead and 1.50m 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 50 Rough stone dry packing in approns and revetments with hard granite stones 30cm & above including cost, carriage & Royalty etc. complete as pre the direction of the Engineer-in-charge. 51 Fine dressing and turfing the slopes of the dam, dyke or canal embankment with compact dub grass with five extra leads over the initial lead of 50m and within initial lift of 1.50m etc. complete as per the direction of the Engineer-in-charge. 52 Providing & speading moorum and consolidation with HRR including watering, cost & conveyance of moorum etc. complete as per the direction of the Engineer-in-charge 53 Providing, laying & fixing in position 150mm dia R.C.C. Hume Pipe (NP-2) with collar jointed with cement mort Including cost and carriage of R.C.C Hume pipe etc. complete as per the direction of the Engineer-in-charge. 54 DETAILED ESTIMATE FOR RENOVATION TO NADIA M.I.P. (RES) IN MORADA BLOCK OF MAYURBHANJ DISTRICT UNDER OIIPCRA SCHEME. 55 Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area including cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. 56 Earth work excavation of Foundation in hard soil or gravelly soil within 50m. Intial 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 depthincluding cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. 57 Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m initial lead and 1.5m initial lift including rough dressing as per direction and specification of the department including stacking the useful materials separately as ordered. 58 Fillingin foundation and plinth with excavated earth including watering and ramming as direction of E.I.C. 59 Filling in foundation and plinth with good quality river sand with watering and ramming incluing cost, conveyane, cost of all materials and labour etc complete as per direction and specification of Engineer in charge 60 C.C work of grade M15 with 20mm and down grade H.G.Chips in foundation including curing, cost, conveyance etc all complete. 61 R.C.C work of grade M20 with 20mm and down grade H.G.Chips in foundation including curing, cost, conveyance etc all complete. 62 Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification. 63 Providing rigid shuttering with the box type steel shuttering plates with keys for intermediate construction joints in rafts of weirs, barrages and dam blocks including cost of all materials, labour, T. & P. etc. complete as directed by the Engineer-in-charge including removal of forms. 64 Earth work in hard soil or gravelly soil with one extra lead over 50m Initial lead and 1.50m 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 65 Providing weep holes in Brick masonary/plain/Reinforced Concrete aboutment, wingwall/Return wall with 50mm dia PVC pipe (Sch. 80), extending through the full width of the structure with slope of 1 V: 20 H towards drawing face etc. complete as per drawing and technical specification. 66 Rough stone dry packing in approns and revetments with hard granite stones 30cm & above including cost, carriage & Royalty etc. complete as pre the direction of the Engineer-in-charge. 67 Removing old revetment and approns and repacking with old stones (Departmental) stones 15cm to 30cm including cost, carriage & Royalty etc. complete as pre the direction of the Engineer-in-charge. 68 Removing old lime or cement plaster from walls including raking out joints 12 mm deep and removing the debris within 50m lead etc. complete as per the direction of the Engineer-in-charge. 69 Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debris within 50m lead etc. complete as per the direction of the Engineer-in-charge. 70 20mm. thick cemet plaster (1:4) over brickwork or masonry work with all cost, carriage raoyalty, T & P etc. complete as per the direction of the Engineer-in-charge. 71 Fine dressing and turfing the slopes of the dam, dyke or canal embankment with compact dub grass with five extra leads over the initial lead of 50m and within initial lift of 1.50m etc. complete as per the direction of the Engineer-in-charge. 72 Providing & speading moorum and consolidation with HRR including watering, cost & conveyance of moorum etc. complete as per the direction of the Engineer-in-charge 73 Providing, laying & fixing in position 150mm dia R.C.C. Hume Pipe (NP-2) with collar jointed with cement mort Including cost and carriage of R.C.C Hume pipe etc. complete as per the direction of the Engineer-in-charge. 74 DETAILED ESTIMATE FOR RENOVATION TO JAMSOLE M.I.P.IN BETNOTI BLOCK OF MAYURBHANJ DISTRICT UNDER OIIPCRA SCHEME. 75 Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area including cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. 76 Earth work excavation of Foundation in hard soil or gravelly soil within 50m. Intial 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 depthincluding cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. 77 Earth work in oridinary soil within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth andincluding cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. (For Desilting) 78 Fillingin foundation and plinth with excavated earth including watering and ramming as direction of E.I.C. 79 Filling in foundation and plinth with good quality river sand with watering and ramming incluing cost, conveyane, cost of all materials and labour etc complete as per direction and specification of Engineer in charge 80 C.C work of grade M15 with 20mm and down grade H.G.Chips in foundation including curing, cost, conveyance etc all complete. 81 R.C.C work of grade M20 with 20mm and down grade H.G.Chips in foundation including curing, cost, conveyance etc all complete. 82 Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification. 83 Providing rigid shuttering with the box type steel shuttering plates with keys for intermediate construction joints in rafts of weirs, barrages and dam blocks including cost of all materials, labour, T. & P. etc. complete as directed by the Engineer-in-charge including removal of forms. 84 Earth work in hard soil or gravelly soil with one extra lead over 50m Initial lead and 1.50m 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 85 Providing weep holes in Brick masonary/plain/Reinforced Concrete aboutment, wingwall/Return wall with 50mm dia PVC pipe (Sch. 80), extending through the full width of the structure with slope of 1 V: 20 H towards drawing face etc. complete as per drawing and technical specification. 86 Fine dressing and turfing the slopes of the dam, dyke or canal embankment with compact dub grass with five extra leads over the initial lead of 50m and within initial lift of 1.50m etc. complete as per the direction of the Engineer-in-charge. 87 Providing, laying & fixing in position 150mm dia R.C.C. Hume Pipe (NP-2) with collar jointed with cement mort Including cost and carriage of R.C.C Hume pipe etc. complete as per the direction of the Engineer-in-charge. 88 Providing, laying & fixing in position 300mm dia R.C.C. Hume Pipe (NP-3) with collar jointed with cement mort Including cost and carriage of R.C.C Hume pipe etc. complete as per the direction of the Engineer-in-charge. 89 DETAILED ESTIMATE FOR IMPROVEMENT TO HINJALGADIA M.I.P.IN BADASAHI BLOCK OF MAYURBHANJ DISTRICT UNDER OIIPCRA SCHEME. 90 Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area including cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. 91 Earth work excavation of Foundation in hard soil or gravelly soil within 50m. Intial 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 depthincluding cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. 92 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 the excavated materials away from work site as per the specification and as directed by the Engineerin-in-charge within an initial lead of 1km from the place of excavation complete. 93 Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within initial lead of 1km on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.5 cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as per the direction of Engineer-incharge. (measurement of the fill to be taken on the finished compacted section under OMC condition.) 94 Watering earthwork upto OMC condition and compaction by sheepfoot rollers and dozer in layers not exceeding 22.5 cm to 95% dry density including hire and running charges of all the machineries complete as per direction of Engineer-in-charge. (measurement to be taken on the finished compacted section of the fill under OMC condition.) 95 Earth work in oridinary soil within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth andincluding cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. (For Desilting) 96 Fillingin foundation and plinth with excavated earth including watering and ramming as direction of E.I.C. 97 Filling in foundation and plinth with good quality river sand with watering and ramming incluing cost, conveyane, cost of all materials and labour etc complete as per direction and specification of Engineer in charge 98 C.C work of grade M15 with 20mm and down grade H.G.Chips in foundation including curing, cost, conveyance etc all complete. 99 R.C.C work of grade M20 with 20mm and down grade H.G.Chips in foundation including curing, cost, conveyance etc all complete. 100 Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification. 101 Providing rigid shuttering with the box type steel shuttering plates with keys for intermediate construction joints in rafts of weirs, barrages and dam blocks including cost of all materials, labour, T. & P. etc. complete as directed by the Engineer-in-charge including removal of forms. 102 Earth work in hard soil or gravelly soil with one extra lead over 50m Initial lead and 1.50m 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 103 Ramming or rolling eath work with light H.R.R. in embankment in layers not exceeding 0.3m including cost, carriage & Royalty etc. all complete as per the direction of the Engineer-in-charge. 104 Providing weep holes in Brick masonary/plain/Reinforced Concrete aboutment, wingwall/Return wall with 50mm dia PVC pipe (Sch. 80), extending through the full width of the structure with slope of 1 V: 20 H towards drawing face etc. complete as per drawing and technical specification. 105 Rough stone dry packing in approns and revetments with hard granite stones 30cm & above including cost, carriage & Royalty etc. complete as pre the direction of the Engineer-in-charge. 106 Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debris within 50m lead etc. complete as per the direction of the Engineer-in-charge. 107 Dismantling brick or stone masonry in lime or cement mortar under 3m. height including stacking the useful materials for reuse and removing the debris within 50m. Lead etc. complete as per the direction of the Engineer-in-charge. 108 20mm. thick cemet plaster (1:4) over brickwork or masonry work with all cost, carriage raoyalty, T & P etc. complete as per the direction of the Engineer-in-charge. 109 Fine dressing and turfing the slopes of the dam, dyke or canal embankment with compact dub grass with five extra leads over the initial lead of 50m and within initial lift of 1.50m etc. complete as per the direction of the Engineer-in-charge. 110 Fine dressing and turfing the slopes of the dam, dyke or canal embankment with compact dub grass with five extra leads over the initial lead of 50m and within initial lift of 1.50m etc. complete as per the direction of the Engineer-in-charge. 111 Providing & speading moorum and consolidation with HRR including watering, cost & conveyance of moorum etc. complete as per the direction of the Engineer-in-charge 112 Gravel backing to revetments including cost, carriage & Royalty etc. all complete as per the direction of the Engineer-in-charge. 113 Providing, laying & fixing in position 100mm dia R.C.C. Hume Pipe (NP-2) with collar jointed with cement mort Including cost and carriage of R.C.C Hume pipe etc. complete as per the direction of the Engineer-in-charge. 114 Providing, laying & fixing in position 150mm dia R.C.C. Hume Pipe (NP-2) with collar jointed with cement mort Including cost and carriage of R.C.C Hume pipe etc. complete as per the direction of the Engineer-in-charge. 115 DETAILED ESTIMATE FOR IMPROVEMENT TO KANDANA M.I.P. (RES)IN MORODA BLOCK OF MAYURBHANJ DISTRICT UNDER OIIPCRA SCHEME. 116 Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area including cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. 117 Earth work excavation of Foundation in hard soil or gravelly soil within 50m. Intial 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 depthincluding cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. 118 Fillingin foundation and plinth with excavated earth including watering and ramming as direction of E.I.C. 119 Filling in foundation and plinth with good quality river sand with watering and ramming incluing cost, conveyane, cost of all materials and labour etc complete as per direction and specification of Engineer in charge 120 C.C work of grade M15 with 20mm and down grade H.G.Chips in foundation including curing, cost, conveyance etc all complete. 121 R.C.C work of grade M20 with 20mm and down grade H.G.Chips in foundation including curing, cost, conveyance etc all complete. 122 Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification. 123 Providing rigid shuttering with the box type steel shuttering plates with keys for intermediate construction joints in rafts of weirs, barrages and dam blocks including cost of all materials, labour, T. & P. etc. complete as directed by the Engineer-in-charge including removal of forms. 124 Earth work in hard soil or gravelly soil with one extra lead over 50m Initial lead and 1.50m 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 125 Rough stone dry packing in approns and revetments with hard granite stones 15cm to 30cm including cost, carriage & Royalty etc. complete as pre the direction of the Engineer-in-charge. 126 Removing old revetment and approns and repacking with old stones (Departmental) stones 15cm to 30cm including cost, carriage & Royalty etc. complete as pre the direction of the Engineer-in-charge. 127 Removing old lime or cement plaster from walls including raking out joints 12 mm deep and removing the debris within 50m lead etc. complete as per the direction of the Engineer-in-charge. 128 Dismantling brick or stone masonry in lime or cement mortar under 3m. height including stacking the useful materials for reuse and removing the debris within 50m. Lead etc. complete as per the direction of the Engineer-in-charge. 129 20mm. thick cemet plaster (1:4) over brickwork or masonry work with all cost, carriage raoyalty, T & P etc. complete as per the direction of the Engineer-in-charge. 130 Fine dressing and turfing the slopes of the dam, dyke or canal embankment with compact dub grass with five extra leads over the initial lead of 50m and within initial lift of 1.50m etc. complete as per the direction of the Engineer-in-charge. 131 Providing, laying & fixing in position 150mm dia R.C.C. Hume Pipe (NP-2) with collar jointed with cement mort Including cost and carriage of R.C.C Hume pipe etc. complete as per the direction of the Engineer-in-charge. 132 DETAILED ESTIMATE FOR IMPROVEMENT TO KUMUDABADI M.I.P. IN JASHIPUR BLOCK OF MAYURBHANJ DISTRICT UNDER OIIPCRA SCHEME. 133 Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area including cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. 134 Earth work excavation of Foundation in hard soil or gravelly soil within 50m. Intial 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 depthincluding cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. 135 Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within initial lead of 1km on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.5 cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as per the direction of Engineer-incharge. (measurement of the fill to be taken on the finished compacted section under OMC condition.) 136 Watering earthwork upto OMC condition and compaction by sheepfoot rollers and dozer in layers not exceeding 22.5 cm to 95% dry density including hire and running charges of all the machineries complete as per direction of Engineer-in-charge. (measurement to be taken on the finished compacted section of the fill under OMC condition.) 137 Fillingin foundation and plinth with excavated earth including watering and ramming as direction of E.I.C. 138 Filling in foundation and plinth with good quality river sand with watering and ramming incluing cost, conveyane, cost of all materials and labour etc complete as per direction and specification of Engineer in charge 139 C.C work of grade M15 with 20mm and down grade H.G.Chips in foundation including curing, cost, conveyance etc all complete. 140 R.C.C work of grade M20 with 20mm and down grade H.G.Chips in foundation including curing, cost, conveyance etc all complete. 141 Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification. 142 Providing rigid shuttering with the box type steel shuttering plates with keys for intermediate construction joints in rafts of weirs, barrages and dam blocks including cost of all materials, labour, T. & P. etc. complete as directed by the Engineer-in-charge including removal of forms. 143 Earth work in hard soil or gravelly soil with one extra lead over 50m Initial lead and 1.50m 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 144 Rough stone dry packing in approns and revetments with hard granite stones 30cm & above including cost, carriage & Royalty etc. complete as pre the direction of the Engineer-in-charge. 145 Rough stone dry packing in approns and revetments with Departmental hard granite stones 15cm to 30cm including cost, carriage & Royalty etc. complete as per the direction of the Engineer-in-charge. 146 Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debris within 50m lead etc. complete as per the direction of the Engineer-in-charge. 147 Dismantling brick or stone masonry in lime or cement mortar under 3m. height including stacking the useful materials for reuse and removing the debris within 50m. Lead etc. complete as per the direction of the Engineer-in-charge. 148 Fine dressing and turfing the slopes of the dam, dyke or canal embankment with compact dub grass with five extra leads over the initial lead of 50m and within initial lift of 1.50m etc. complete as per the direction of the Engineer-in-charge. 149 Providing & speading moorum and consolidation with HRR including watering, cost & conveyance of moorum etc. complete as per the direction of the Engineer-in-charge 150 Providing, laying & fixing in position 150mm dia R.C.C. Hume Pipe (NP-2) with collar jointed with cement mort Including cost and carriage of R.C.C Hume pipe etc. complete as per the direction of the Engineer-in-charge. 151 Providing fitting and fixing 12mm thick salitex board or Asphaltic sheets (bitumenous expansion joint board) in expansion joints including all cost as per the direction of the Engineer-in-charge. 152 Supply, fabrication, transportation, erection, testing & commissioning of New HR Gate of size 1.0 x 1.0 mtr left canal head regulator of dam. 153 Excavation in all kinds of soil including moorum, stoney earth, gravel etc. excepting all kinds of rock & boulders exceeding 0.014cum in volume for dam base stripping, cut-off trenches, outfall drains and stripping in borrow areas including rough dressing and dumping the excavated materials away from work site manually within 50m initial lead and 1.5m initial lift as per the direction of Engineer-in-charge including stacking of useful materials asdirected. 154 Providing stone riprap to the slopes of earthdam and dyke with quarried and blasted granite stone boulders of size 0.30m and above including dumping on slopes filling interstices with small stones & wedges and packing surface to proper line and levels including fixing wave breakers complete with all leads & lifts complete as directed by the Engineer-in-charge. 155 DETAILED ESTIMATE FOR IMPROVEMENT TO PURUNAPANI M.I.P. (RES) IN MORODA BLOCK OF MAYURBHANJ DISTRICT UNDER OIIPCRA SCHEME. 156 Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area including cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. 157 Earth work excavation of Foundation in hard soil or gravelly soil within 50m. Intial 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 depthincluding cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. 158 Earth work in oridinary soil within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth andincluding cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. (For Desilting) 159 Fillingin foundation and plinth with excavated earth including watering and ramming as direction of E.I.C. 160 Filling in foundation and plinth with good quality river sand with watering and ramming incluing cost, conveyane, cost of all materials and labour etc complete as per direction and specification of Engineer in charge 161 C.C work of grade M15 with 20mm and down grade H.G.Chips in foundation including curing, cost, conveyance etc all complete. 162 R.C.C work of grade M20 with 20mm and down grade H.G.Chips in foundation including curing, cost, conveyance etc all complete. 163 Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification. 164 Providing rigid shuttering with the box type steel shuttering plates with keys for intermediate construction joints in rafts of weirs, barrages and dam blocks including cost of all materials, labour, T. & P. etc. complete as directed by the Engineer-in-charge including removal of forms. 165 Earth work in hard soil or gravelly soil with one extra lead over 50m Initial lead and 1.50m 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 166 Providing weep holes in Brick masonary/plain/Reinforced Concrete aboutment, wingwall/Return wall with 50mm dia PVC pipe (Sch. 80), extending through the full width of the structure with slope of 1 V: 20 H towards drawing face etc. complete as per drawing and technical specification. 167 Rough stone dry packing in approns and revetments with hard granite stones 15cm to 30cm including cost, carriage & Royalty etc. complete as pre the direction of the Engineer-in-charge. 168 Fine dressing and turfing the slopes of the dam, dyke or canal embankment with compact dub grass with five extra leads over the initial lead of 50m and within initial lift of 1.50m etc. complete as per the direction of the Engineer-in-charge. 169 Providing & speading moorum and consolidation with HRR including watering, cost & conveyance of moorum etc. complete as per the direction of the Engineer-in-charge 170 Providing, laying & fixing in position 150mm dia R.C.C. Hume Pipe (NP-2) with collar jointed with cement mort Including cost and carriage of R.C.C Hume pipe etc. complete as per the direction of the Engineer-in-charge. 171 DETAILED ESTIMATE FOR RENOVATION TO SARIA M.I.P. IN BETNOTI BLOCK OF MAYURBHANJ DISTRICT UNDER OIIPCRA SCHEME. 172 Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area including cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. 173 Earth work excavation of Foundation in hard soil or gravelly soil within 50m. Intial 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 depthincluding cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. 174 Excavation of founation in laterite rock or any hard rock (other than granite or disintigrated rock) removed by chiselling including dressing and levelling the bed not exceeding 1.5m in depth and depositing the soil within initial lead of 50m and as per specification approved by the Department etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. 175 Earth work in stoney earth and gravels mixed with stone and boulder not exceeding 0.014 cum in volume with 50m. Intial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layer not exceeding 0.3m in depth and as per specification approved by the department& all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. 176 Earth work in stoney earth and gravels mixed with stone and boulder not exceeding 0.014 cum in volume with 50m. Intial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layer not exceeding 0.3m in depth and as per specification approved by the department& all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. 177 Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within initial lead of 1km on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.5 cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as per the direction of Engineer-incharge. (measurement of the fill to be taken on the finished compacted section under OMC condition.) 178 Watering earthwork upto OMC condition and compaction by sheepfoot rollers and dozer in layers not exceeding 22.5 cm to 95% dry density including hire and running charges of all the machineries complete as per direction of Engineer-in-charge. (measurement to be taken on the finished compacted section of the fill under OMC condition.) 179 Earth work in oridinary soil within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth andincluding cost of all labour, T & P and supervision charges, Labour Cess & all taxes etc. complete as per design, drawing, specification and direction of the Engineer - in - Charge. (For Desilting) 180 Fillingin foundation and plinth with excavated earth including watering and ramming as direction of E.I.C. 181 Filling in foundation and plinth with good quality river sand with watering and ramming incluing cost, conveyane, cost of all materials and labour etc complete as per direction and specification of Engineer in charge 182 C.C work of grade M15 with 20mm and down grade H.G.Chips in foundation including curing, cost, conveyance etc all complete. 183 R.C.C work of grade M20 with 20mm and down grade H.G.Chips in foundation including curing, cost, conveyance etc all complete. 184 Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification. 185 Providing rigid shuttering with the box type steel shuttering plates with keys for intermediate construction joints in rafts of weirs, barrages and dam blocks including cost of all materials, labour, T. & P. etc. complete as directed by the Engineer-in-charge including removal of forms. 186 Earth work in hard soil or gravelly soil with one extra lead over 50m Initial lead and 1.50m 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 187 Providing weep holes in Brick masonary/plain/Reinforced Concrete aboutment, wingwall/Return wall with 50mm dia PVC pipe (Sch. 80), extending through the full width of the structure with slope of 1 V: 20 H towards drawing face etc. complete as per drawing and technical specification. 188 Rough stone dry packing in approns and revetments with hard granite stones 15cm to 30cm including cost, carriage & Royalty etc. complete as pre the direction of the Engineer-in-charge. 189 Removing old revetment and approns and repacking with old stones (Departmental) stones 15cm to 30cm including cost, carriage & Royalty etc. complete as pre the direction of the Engineer-in-charge. 190 Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debris within 50m lead etc. complete as per the direction of the Engineer-in-charge. 191 Dismantling brick or stone masonry in lime or cement mortar under 3m. height including stacking the useful materials for reuse and removing the debris within 50m. Lead etc. complete as per the direction of the Engineer-in-charge. 192 Removing above 600 mm to 900 mm dia Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres etc. complete as per the direction of the Engineer-in-charge. 193 20mm. thick cemet plaster (1:4) over brickwork or masonry work with all cost, carriage raoyalty, T & P etc. complete as per the direction of the Engineer-in-charge. 194 Fine dressing and turfing the slopes of the dam, dyke or canal embankment with compact dub grass with five extra leads and two extra lead over the initial lead of 50m and within initial lift of 1.50m etc. complete as per the direction of the Engineer-in-charge. 195 Providing & speading moorum and consolidation with HRR including watering, cost & conveyance of moorum etc. complete as per the direction of the Engineer-in-charge 196 Gravel backing to revetments including cost, carriage & Royalty etc. all complete as per the direction of the Engineer-in-charge. 197 Providing, laying & fixing in position 150mm dia R.C.C. Hume Pipe (NP-2) with collar jointed with cement mort Including cost and carriage of R.C.C Hume pipe etc. complete as per the direction of the Engineer-in-charge. 198 Providing, laying & fixing in position 300mm dia R.C.C. Hume Pipe (NP-3) with collar jointed with cement mort Including cost and carriage of R.C.C Hume pipe etc. complete as per the direction of the Engineer-in-charge. 199 Providing, laying & fixing in position 900mm dia R.C.C. Hume Pipe (NP-3) with collar jointed with cement mort Including cost and carriage of R.C.C Hume pipe etc. complete as per the direction of the Engineer-in-charge.
