Tender For Boring And Pipe Line Supply Work With Submersible Pump For Drinking Water In Ward Salem Bhadari - Site Clearance And Other Unforeseen Item 2 Dismantling Of Following Types Of Road After Laying Of Pipeline Reinstatement Of Some Including Sorti
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Project Description
Tender For Boring and Pipe Line Supply work with Submersible Pump For Drinking Water in Ward Salem Bhadari - Site clearance and other Unforeseen item 2 Dismantling of Following types of road after laying of pipeline reinstatement of some including sorting out and stacking off survicable materials and to be Used 3 Interlocking Road 4 Bituminous Road 5 B.O.E. Road 6 Excavation of earth for laying of pipe trenches in ordinary soil with lead upto 50 meter and left upto 1.5 metre and filling after laying of pipe line with watering ramming and disposal of surplus earth etc. comp. 7 60% Ordinary soil 8 40% Conkar moorang etc 9 Carting of pipe and specail upto 8 km or in munisipal etc 10 Carting of pipe and specail upto 8 km or in munisipal etc. (140 mm Dia HDPE) 11 Carting of pipe and specail upto 8 km or in munisipal etc. (110 mm Dia HDPE) 12 Carting of pipe and specail upto 8 km or in munisipal etc. (90 mm Dia HDPE) 13 Supply & Laying of mm Dia HDPE pipe ISI Marked mm Dia 6 kg/cm2 for Destination with insorence with loading comp. 14 140 mm Dia 6kg/cm2 HDPE Pipe 15 110 mm Dia 6kg/cm2 HDPE Pipe 16 90 mm Dia 6kg/cm2 HDPE Pipe 17 Supply & Laying of HDPE Pipe ISI Marked mm dia OD 6 kg/cm2 for Destination with insorence with loading unloading comp. 18 Supply of HDPE Specials confirmation to ISS Sutaible for above HDPE Pipe F.O.R. Destination Including all taxes and insurance ( 5% Cost of item no 5) Rs.736925 19 Making House Connection with grouting of indivisul house hold as per departmental type design including supply of GI Pipe medium Class B approved brand of UPJN 15 mm Dia (2.0m length) and MDPE pipe (GRADE p-80) 20mm Dia medium, qulity up to 20 meter distance length MDPE Saddle Brass Ferrule Nipple Elbow Socet Tee and bib cock and fitting connection etc complete lncluding dismentling completion fo work all as by engineer-in-charge 20 Estimate for construction of mini tubewell 21 Transportaion of Righ Machine and its T&P from on site to other of T.W. (say 25 km) through department truck 22 Shifting of Rig machine Tocing & back to store 23 Caritng of Rig machine T&P in two trip and return back to store 24 Logind &Unloding fo above 25 Transportaion of T.W Assembly 26 Cortage of T.W. Assembly in 2 trip 27 Loading & Unloading of T.W. assembly 28 Transportaion of 250 PSI compressor & its T&P from previous site of this site of T.W. (say 25km) 29 Toeing of compressor by tractor 30 Cartage of T&P of compressor 31 Loading & Unloading of above 32 Transportaion of o.p.unit T.W. site (say 25km) 33 Toeing of O.P. unit and return back 34 Cartage of O.P. unit and return back 35 Loading & Unloading of above 36 Drilling of T.W. Bore 37 Erection of Rig machine and its T&P 38 Dismantling of Rig Machine and T&P 39 Drilling and resming of 50/400 mm dia D.C. bore from OM BGL to 110 m BGL 40 Supply of T.W. Assembly 41 200 mm dia housing pipe 7.1 mm thick 42 200 x 150 mm dia reducer 16mm thick 43 150 mm dia M.S. plain pipe 7.1 mm thick 44 150 mm dia M.S. slotted pipe 7.1 mm thick 45 200 mm M.S. socket 46 150 mm dia bail plus with hook 47 200 mm dia M.S. clamp 48 150 mm well cap 49 200 mm M.S. Ring 50 150 mm M.S. Ring 51 Tube well supporting grider 52 Lowering of T.W. assembly 53 200 mm dia houseing pipe G.L.T. 45m BGL 54 150 mm dia 45 MBGL to 110 MBGL 55 Painting of tubewell assembly by black anticorrosive paint 56 Development of T.W. by 250 PSI Air Compressor 57 Enstalation of compressor 58 Development of 250 PSI Air Compressor 59 Dismantling of above 60 Development of Tubwell O.P. Unit 61 Enstalation of O.P. Unit 62 Development of T.W. by O.P. unit 63 Dismantling of above 64 Testing of Yield and verticall 65 Supply of Pea Gravel (1.6mm to 4.8mm) Lalkunwan 66 Pumping Plant 67 Cleas water submersible pump comple with electric motor capable of to operate on 380/420 volts with following duties (ISI Mark) Discharge 600 LPM, Head 45 M, H.P. of motor 10.0 68 Automatic operator auto transformer starter with TPIC switch fuse unit for above moter 69 Supply and wring of Submersable with coper cable SI no 291 70 Supply and fixing of 63 Amps. Cut-out and Board complete 71 Main pipeing and valves and suitable size of column pipe 72 Installation & Commissioning and testing of pumping plant 73 Estimate Pump House 74 Earth work in ecavation in trenches for foundation in ordinary soil including lift upto 1.5m lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer in charge within a distance of 50m For RCC Piller For wall 75 P.C.C 1:6:12 cement fine sand brick blast i/c all comp. S>I no 273 for R.C.C Piller (a) For Rcc Piller (b) For wall ( C) for aproon (e)ramp 76 R.C.C. 1:1.5:3 cement corse sand and stone grite 20 mm i/c all comp S.I. no 284 For R.C.C Piller raft (a) For R.C.C. Roft of Piller (b) For Piller ( C) For Plinth Beem (d) For Linter Beem (e ) For Slam 77 M.S Tor in R.C.C. work SI No 504 78 M-150 Frist class Brick Work 1:4 cement and fine sand i/c all comp S.I No 305 (a) Below plinth beem (b) above plinth beem (c ) Dedection for door (d) dedection for window (e) for pully chain wall 79 12 MM thick plaster cement and fine sand i/c all comp 80 Supply and fixing of MS angle for pully 81 P/l of P.C.C. 1:2:4 i/c sand & S.Grite 20mm i/c all comp S.I. No 289 82 P/l of color on Palter Aria 83 S/f of pvc water tank 84 S/F of Window 85 S/F of door 86 S/F of electrification 87 S/F of Fan 88 S/F gatewall , albow, tee, pvc pipe, inlet pipe, outlet pipe and other plumbering item
BOQ
| Sl. No. | Item Description |
| 1 | Site clearance and other Unforeseen item |
| 2 | Dismantling of Following types of road after laying of pipeline reinstatement of some including sorting out and stacking off survicable materials and to be Used |
| 3 | Interlocking Road |
| 4 | Bituminous Road |
| 5 | B.O.E. Road |
| 6 | Excavation of earth for laying of pipe trenches in ordinary soil with lead upto 50 meter and left upto 1.5 metre and filling after laying of pipe line with watering ramming and disposal of surplus earth etc. comp. |
| 7 | 60% Ordinary soil |
| 8 | 40% Conkar moorang etc |
| 9 | Carting of pipe and specail upto 8 km or in munisipal etc |
| 10 | Carting of pipe and specail upto 8 km or in munisipal etc. (140 mm Dia HDPE) |
| 11 | Carting of pipe and specail upto 8 km or in munisipal etc. (110 mm Dia HDPE) |
| 12 | Carting of pipe and specail upto 8 km or in munisipal etc. (90 mm Dia HDPE) |
| 13 | Supply & Laying of mm Dia HDPE pipe ISI Marked mm Dia 6 kg/cm2 for Destination with insorence with loading comp. |
| 14 | 140 mm Dia 6kg/cm2 HDPE Pipe |
| 15 | 110 mm Dia 6kg/cm2 HDPE Pipe |
| 16 | 90 mm Dia 6kg/cm2 HDPE Pipe |
| 17 | Supply & Laying of HDPE Pipe ISI Marked mm dia OD 6 kg/cm2 for Destination with insorence with loading unloading comp. |
| 18 | Supply of HDPE Specials confirmation to ISS Sutaible for above HDPE Pipe F.O.R. Destination Including all taxes and insurance ( 5% Cost of item no 5) Rs.736925 |
| 19 | Making House Connection with grouting of indivisul house hold as per departmental type design including supply of GI Pipe medium Class B approved brand of UPJN 15 mm Dia (2.0m length) and MDPE pipe (GRADE p-80) 20mm Dia medium, qulity up to 20 meter distance length MDPE Saddle Brass Ferrule Nipple Elbow Socet Tee and bib cock and fitting connection etc complete lncluding dismentling completion fo work all as by engineer-in-charge |
| 20 | Estimate for construction of mini tubewell |
| 21 | Transportaion of Righ Machine and its T&P from on site to other of T.W. (say 25 km) through department truck |
| 22 | Shifting of Rig machine Tocing & back to store |
| 23 | Caritng of Rig machine T&P in two trip and return back to store |
| 24 | Logind &Unloding fo above |
| 25 | Transportaion of T.W Assembly |
| 26 | Cortage of T.W. Assembly in 2 trip |
| 27 | Loading & Unloading of T.W. assembly |
| 28 | Transportaion of 250 PSI compressor & its T&P from previous site of this site of T.W. (say 25km) |
| 29 | Toeing of compressor by tractor |
| 30 | Cartage of T&P of compressor |
| 31 | Loading & Unloading of above |
| 32 | Transportaion of o.p.unit T.W. site (say 25km) |
| 33 | Toeing of O.P. unit and return back |
| 34 | Cartage of O.P. unit and return back |
| 35 | Loading & Unloading of above |
| 36 | Drilling of T.W. Bore |
| 37 | Erection of Rig machine and its T&P |
| 38 | Dismantling of Rig Machine and T&P |
| 39 | Drilling and resming of 50/400 mm dia D.C. bore from OM BGL to 110 m BGL |
| 40 | Supply of T.W. Assembly |
| 41 | 200 mm dia housing pipe 7.1 mm thick |
| 42 | 200 x 150 mm dia reducer 16mm thick |
| 43 | 150 mm dia M.S. plain pipe 7.1 mm thick |
| 44 | 150 mm dia M.S. slotted pipe 7.1 mm thick |
| 45 | 200 mm M.S. socket |
| 46 | 150 mm dia bail plus with hook |
| 47 | 200 mm dia M.S. clamp |
| 48 | 150 mm well cap |
| 49 | 200 mm M.S. Ring |
| 50 | 150 mm M.S. Ring |
| 51 | Tube well supporting grider |
| 52 | Lowering of T.W. assembly |
| 53 | 200 mm dia houseing pipe G.L.T. 45m BGL |
| 54 | 150 mm dia 45 MBGL to 110 MBGL |
| 55 | Painting of tubewell assembly by black anticorrosive paint |
| 56 | Development of T.W. by 250 PSI Air Compressor |
| 57 | Enstalation of compressor |
| 58 | Development of 250 PSI Air Compressor |
| 59 | Dismantling of above |
| 60 | Development of Tubwell O.P. Unit |
| 61 | Enstalation of O.P. Unit |
| 62 | Development of T.W. by O.P. unit |
| 63 | Dismantling of above |
| 64 | Testing of Yield and verticall |
| 65 | Supply of Pea Gravel (1.6mm to 4.8mm) Lalkunwan |
| 66 | Pumping Plant |
| 67 | Cleas water submersible pump comple with electric motor capable of to operate on 380/420 volts with following duties (ISI Mark) Discharge 600 LPM, Head 45 M, H.P. of motor 10.0 |
| 68 | Automatic operator auto transformer starter with TPIC switch fuse unit for above moter |
| 69 | Supply and wring of Submersable with coper cable SI no 291 |
| 70 | Supply and fixing of 63 Amps. Cut-out and Board complete |
| 71 | Main pipeing and valves and suitable size of column pipe |
| 72 | Installation & Commissioning and testing of pumping plant |
| 73 | Estimate Pump House |
| 74 | Earth work in ecavation in trenches for foundation in ordinary soil including lift upto 1.5m lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer in charge within a distance of 50m For RCC Piller For wall |
| 75 | P.C.C 1:6:12 cement fine sand brick blast i/c all comp. S>I no 273 for R.C.C Piller (a) For Rcc Piller (b) For wall ( C) for aproon (e)ramp |
| 76 | R.C.C. 1:1.5:3 cement corse sand and stone grite 20 mm i/c all comp S.I. no 284 For R.C.C Piller raft (a) For R.C.C. Roft of Piller (b) For Piller ( C) For Plinth Beem (d) For Linter Beem (e ) For Slam |
| 77 | M.S Tor in R.C.C. work SI No 504 |
| 78 | M-150 Frist class Brick Work 1:4 cement and fine sand i/c all comp S.I No 305 (a) Below plinth beem (b) above plinth beem (c ) Dedection for door (d) dedection for window (e) for pully chain wall |
| 79 | 12 MM thick plaster cement and fine sand i/c all comp |
| 80 | Supply and fixing of MS angle for pully |
| 81 | P/l of P.C.C. 1:2:4 i/c sand & S.Grite 20mm i/c all comp S.I. No 289 |
| 82 | P/l of color on Palter Aria |
| 83 | S/f of pvc water tank |
| 84 | S/F of Window |
| 85 | S/F of door |
| 86 | S/F of electrification |
| 87 | S/F of Fan |
| 88 | S/F gatewall , albow, tee, pvc pipe, inlet pipe, outlet pipe and other plumbering item |
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