Construction Of 4 Nos. Hydt Well And Installation Of 2 Hp Submersible Motor Pump Driven By Electric And Commissioning The Same At Jawahar Nawoday Vidyalay Bonga Under D W And S D Hazaribag For The Year 2022-23 On Turn Key Basis. Deposit Head
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Project Description
Construction Of 4 Nos. Hydt Well And Installation Of 2 Hp Submersible Motor Pump Driven By Electric And Commissioning The Same At Jawahar Nawoday Vidyalay Bonga Under D W And S D Hazaribag For The Year 2022-23 On Turn Key Basis. Deposit Head
BOQ
| Sl. No. | Item Description |
| 1 | Construction of 4 Nos of200 mm x 165 mm x 150.00 M deep High Yield Drilled Tube Well at Kasurba Gandhi Awasiy Vidyalaya Ichak, Hazaribagh |
| 2 | Supply labour, equipment for geo-physical survey. |
| 3 | Cost of drilling 200mmX165mmX150 Mtr deep bore well in all kinds of soil and rock in rural area for installation of pump bore set with Hydraulic DTH Rig machine, all complete including supplying all materials, tools, drilling rig, Air Compressor and equipments, as well as fuel, lubricants and cost of transportation of Rig machine and other vehicles up to the site. |
| 4 | (a) 0.00 Mtr.to 50.00 Mtr. depth below G.L. in Rural Areas |
| 5 | (b) Above 50.00 Mtr. To 150 Mtr. depth. beyond GL |
| 6 | Supplying all tools, tackles & lowering of 200 mm dia MS ERW casing pipe of 6mm wall thickness including welding charges, cost of pipe etc. all complete job. |
| 7 | Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job. |
| 8 | Supplyingmaterials and labours for constructing bore well chamber of 75B designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm RCC cover with earth work in excavation and 75mm thick PCC(1:3:6) in foundation and refilling all complete as per specification and direction of E/I |
| 9 | A. Supplying and Installation and commissioning of 2 HP Capacity Submersible Moter Pump driven by Electric. |
| 10 | Supplying Submersible Pump sets confirming to IS 8034 and motor confirming to IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene/ noryl impelloer. Motor suitsble for working on 415+10% , 3PH , 50 Hz, A.C supply with cable guard , thrust, carbon / fiber bearing to withstand entire hydraulic thrust, water proof winding shall be provided. The pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturers design. Anti thrust stream lined non return valve shall be provided with pump. 3 meter submersible copper conductor cable in single / double run shall be provided with each pump. |
| 11 | Submersible Pump set 100 mm dia ( with Polypropylene/ Noryl Impeller ) up to 20 Stage |
| 12 | 2 HP -20 stage(Basic Rate + 15 % (CP and OHC) |
| 13 | Supplying fitting & fixing pannel board having voltmeter, ammeter, phase indicating lamps suitable for 7.5 HP Submersible Motor Pump Set. |
| 14 | 3 Core PVC insulated, PVC sheathed copper conductor flat submersible cable. |
| 15 | Supplyingflat flexible submersible cable with copper conductor, PVC insulated and PVC sheathed.(Basic Rate + 15 % (CP and OHC), |
| 16 | Providing and Supplying in standard lengths High Density Polyethylene columnPipe ( HDPE Pipe) confirming to IS-4984-4984/14151/12786/13488 (Latest Revision with necessary joints materials likew mechanical connector i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joints execluding coupler/ specials and taxex). |
| 17 | Grade PE80- PN 10(Basic Rate + 15 % (CP and OHC) |
| 18 | Installation of Submersible motor pump all complete. |
| 19 | B. CommissioningPipe Line from bore well to HDPE water storage tank existed on Roof top. |
| 20 | Earth work in excavation in foundation trenches in hard soil (Vide classification soil item B) do-doall complete as per approved design, specification and direction of E/I. |
| 21 | 32 mm HDPE pipe (Avg. length)Bill must be paid as per actual measurement |
| 22 | Earth work in back filling the trenchage after laying different type and size of pipes do-do all complete as per direction of E/I. |
| 23 | Supplying of Schedule 80 cPVC Pipes in rising and distribution Pipes all complete as perdirection of E/I. 32 mm dia Pipe |
| 24 | Laying of G.I./HDPE pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete as per specification and direction E/I. (Pipes to be supplied departmentally free of cost) |
| 25 | Supplying labour and tools for fixing G.I./HDPE pipes with red lead and yarn of following nominal bore with screwed and coquetted joints on wall, calling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipe to size and threading ends if requiredetc. all complete as per specification and direction of enG.I.neer in charge (pipe with socket to be supplieddepartmentally free of cost)- |
| 26 | Supplying and fixing G.I. fittings of approved make all complete as per specification and direction E/I. |
| 27 | ELBOW- 32 mm dia. |
| 28 | TEE PLAIN -32 x 32 mm |
| 29 | PLUG- 32 mm |
| 30 | SOCKET PLAIN - 32 mm |
| 31 | NIPPLE - 32 mm |
| 32 | UNION SOCKET- 32 mm |
| 33 | JAM NUT - 32 mm |
| 34 | Providing and fixing G.M. Non return valve horizontal type of approved quality as per specification and direction E/I. 32mm dia weight not less than 600Gms. |
| 35 | Providing and fixing G.M. Non return valve vertical type of approved quality as per specification and direction E/I. 32mm dia weight not less than 600Gms. |
| 36 | Carriage of materials 10% of Pipe Cost |
| 37 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I. |
| 38 | Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I. Up to Plinth |
| 39 | Providing pre cast R.C.C.M-150 in nominal mix of (1:2:4) slab of desire size with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including curing (but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I. |
| 40 | Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. Slab-10 mm dia - |
| 41 | Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. |
| 42 | Carriage of Materials |
| 43 | GST @ 12% (Add SGST 6% + CGST 6%) |
| 44 | Labour Cess 1% |
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