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| 1 | Construction of a Tubewell including Pumping Plant, 1000 LPM discharge, Piller and Gravel feed chambers and 3 MONTHS trial & run etc |
| 2 | Drilling of Borehole for Tubewell construction by RC Rig Machine including transportation, erection, dismantling of Rig and assosiated T&P complete in all respect including requried all material, labour etc. Transportation, Erection, Dismantling of Rig Machine |
| 3 | Drilling of 600 mm. dia bore from G.L. to 80 m -0 to 80 M. BGL |
| 4 | Drilling of 500 mm. dia bore from 80 M to 100 m- 80 M to 100 M. BGL |
| 5 | Drilling of 500 mm. dia. Bore from 101 M to 200 M 101 M to 200 M. BGL. |
| 6 | Logging of bore hole by departmental/Approved electric logger |
| 7 | Tubewell assembly : M.S. tubewell assembly with all required parts like plain, slotted pipe (as required upto 50% of plain pipes) rings, well cap, bail plug, clamp, reducer, central guide, support structure etc. as required & per typed design complete in all respect. As per IS- 4270300 MMØ Housing Pipe 7.1 mm thick |
| 8 | 200 MMØ Plain Pipe 7.1 mm thick |
| 9 | 200 MMØ Slotted Pipe 7.1 mm thick |
| 10 | Lowering of Tube Well assembly duly welded including welding electrode and shrouding of pea Gravel complete in all respect. 300 mm. dia. Housing Pipe from G.L to 72 M BGL |
| 11 | 200 mm. dia Plain/Slotted Pipe 72 M. BGL to 100 M BGL- 72 M to 100 M. BGL |
| 12 | 200 mm. dia Plain/Slotted Pipe - 100 M. BGL to 180 M. BGL |
| 13 | Pea Gravel |
| 14 | Transportation, Installation Dismantling of 350 PSI Compressor |
| 15 | Charges for Development by 350 PSI Compressor per hour |
| 16 | Transportation, Erection Dismantling of 3 Cusec OP Unit and Yield test. |
| 17 | Charges for Development of TW by 3 Cusec OP Unit |
| 18 | Chemical and Bacteriological Test of water sample from departmental/ approved Lab. |
| 19 | Watch & Ward during construction period. |
| 20 | Barricading around the pit to prevent any posible Accident |
| 21 | A-SITC of Pumping plant including starter, control Panal, cable, complete in all respect with all required material T&P labour etc. 1-Clear water submersible pump complete with electric motor capable to operate on 380/420 volts 3 phase 50 c/s A.C. for 1000 LPM. 70 Mtr. Head and 30 H.P.cubical panel having voltmeter,ammeter, power factor meter Single phase preventer Power capacitor, KWH meter etc. complete.A-SITC of Main Piping (150 mm dia 7.1 mm thick M.S) & Valves with 24 mtr. Column pipe, Electronic type Chlorinating plant Power wiring, earthing, printing, Tools sets, wiring of pump house (internal & External) Chain Pulley block and gauges complete in all respect with all required material , T&P labour6 point Wiring point for light with 1.0 sq.mm. P.V.C. insulated multi strand copper conductor cable in heavy gauge rigid P.V.C conduit pipe on surface complete14 S.W.G. copper earth continuously batton holder on 3 mm. thickphenolic laminated back light sheet etc. complete in all respect as per I.E. rule including luminaries with 15 amp. Switch Fuse unit.Misc. Items Such as Protection ring Cutout , Electric resistance rubberseet |
| 22 | Spare Column Pipe 3 M Long heavy Duty |
| 23 | Manual Sluice valves of size 150 mm |
| 24 | CE/UL Certified electromagnetic flowmeter of size of 150 mm |
| 25 | S/D starter 30 HP |
| 26 | Pressure gauge |
| 27 | 1.1KV,3.5 Core 25 sqmm cable,Al, armoured from existing meter to new pinpoint |
| 28 | Trial Run after construction and SITC of Pumping plantincluding providing of pump operator, sodium hypochloride-636 litters for 3 months |
| 29 | Rising main :Supply of 150mm DI pipes Class K-9 including all joints materials, such as rubber gaskets cartage to site store, loading, unloading, insurance, taxes exercise etc. (intakewell to distribution line) |
| 30 | Supply CI specials such as bends, reducers, collars etc. including cartage, loading, unloading, taxes, exercise etc. complete @10% of Item No.1 just above |
| 31 | Providing and erecting 1.00 metre high temporary barricading at site as per drawing/ direction of Engineerin- Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in- Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). |
| 32 | Provide and fix open timbering (covering 1/3rd surface area by planks) in trenches for the depth from 0.00 to 3.00 m. below ground level consisting of 4.00 cm. thick approved country wood planks for polling boards (125 cm x 75 cm) Indian sal wood waler.(a) 0.0 - 3.00 m |
| 33 | Excavation for pipe line in ordinary/kankar soil in trenches with lift upto 1.5m and lead upto 50m refilling of excavated earth into trenches and removal and disposal of surplus earth with in a distance of 50m from centre of the trenches.(0.00-1.50) |
| 34 | Carting & fixing of following sizes of pipes and specials from store to site of works (within 8 Kms.) and lowering them into trenches and laying true to alignment including jointing, testing and cutting of pipes.150mm DI pipes Class K-9 |
| 35 | Making rubber gasket joints including all materials, labour, T&P etc. complete.150mm DI pipes Class K-9 |
| 36 | Provision of construction of 1:1½:3 RCC thrust blocks for water hammer at bends of following dia of pipes. |
| 37 | Supply of reinforcement including cutting, bending ,all materials, labour, T&P etc, required for the proper completion of the work. |
| 38 | Supply of following sizes of CI D/F non rising GM spindle type sluice valve/scour valve with cap. Class-10 (working pressure 10 Kg./cm² conforming to IS:790 at site store.150mm dia Sluice valve |
| 39 | Carting & fixing of sluice valves/scour valve of following sizes to site of work, lowering in already prepared trenches and fixing them in position, making flange joints including supply of all materials, such as bolts, nuts, rubber insertion, white lead, testing etc. complete.150mm dia Sluice valve |
| 40 | Supply of all materials, labour, T&P etc. and construct sluice valve chamber as per type design.Masonary type |
| 41 | Cutting of existing 150mm C.I. / M.S pipe or Flanged C.I. running mains, making connection,bailing out of water etc. |
| 42 | Making specials such as bends ,reducer, tailpiece etc including taking size from site and cutting,threading and welding bend in pipe to the site of work,lowering them in to trenches and laying true to alignment and gradient including testing pipe line. |
| 43 | Connection of 150 mm dia new pipe line to existing line including cutting welding with material T&P labour complete |
| 44 | Construction of Bypass Chamber |
| 45 | Sand filling including supply of all materials, labout T&P etc. required for proper completion of work for road crossing and as and where required as per site conditiond during execution of work. |
| 46 | Disposal of Surplus earth upto 8 kms distance at a location as desired by department including loading, unloading, hiring of suitable vehicle with diesel, mobil oil, lubricants, driver, all labour, material and T&P required for proper completion of works as per direction of Engineer incharge. |
| 47 | Shifting of underground utilities like water line, cables, OFC etc including supply of all materials, T&P, labour for proper completion of works as per direction of Engineer Incharge |
| 48 | Construction of Pillar and Grevel Feed Chamber: Excavation of earth for foundation of T.W. pillar with lift upto 1.5 M and lead upto 50M, including filling back watering, remaining of excavated earth into the trenches. |
| 49 | Concrete with 40mm gauge brick ballast, local sand and cement in proportion of 8:4:1 in foundation including supply of materials, lbour, T&P etc. required for proper completion of the work. |
| 50 | 1st class brick work 1:4 ratio of cement and coarse sand in foundation and plinth including cutting and simple moulding of bricks, including supply of all materials, labour and T&P etc. required for proper completion of work. |
| 51 | 1st class brick work in superstructure upto 1.50M above G.L. in ratio of 1:3 cement and coarse sand for pillar and boundary wall of one brick with including supply of all material, labour, T&P etc. complete. |
| 52 | Same as above item no. 4 but above 1.50 M, upto 3.00 M from plinth |
| 53 | Same as above item no.5 but above 3.00 M to 4.50 M from plinth level. |
| 54 | Reinforcement cement concrete of 1:2:4 with cement, coarse sand and 20mm gauge approved grit to columns of gantry, girder excluding cost of steel and its bending etc. all complete. |
| 55 | P.C.C. bed block with 1:2:4 cement and concrete for fixing of above girder at top of pillar including supply of all materials, labours, T&P etc. complete. |
| 56 | Supply & fixing of girder & 3.60 M long 200x100 mm size R.S. Joint at the top of the pillar including all labour and T&P etc. complete. |
| 57 | 12mm thick plaster with 1:4 cement and coarse sand mortar over brick work minimum thickness not to be less than 10mm including supply of all materials, labour, T&P etc. required for proper completion of work including curing. |
| 58 | Applying painting super snowcem 3 coats including preparation of base and supply of all materials, labour, T&P etc. required for proper completion of work. |
| 59 | 3mm thick floating coat of neat cement and finishing over platform etc. complete including all material, labour, T&P etc. complete. |
| 60 | 25mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm gauge stone ballast laid in the pannels finished with 3mm thick floating coat at neat cement over and including 75mm thick base concrete at cement local sand and 1st class brick ballast. |
| 61 | Painting of R.S. joint and M.S. pipe black colour alternatively 3 coats of paint including preparation of base including supply of all materials, labour, T&P etc. complete. |
| 62 | Supply and fixing of M.S. iron work plain work in reinforced in pillar including cutting and bending etc. all complete. |
| 63 | Supply and fixing of M.S. foot rest in piller including supply of all materils, labours and T&P etc. complete. in all respect Please Enable Macros to View BoQ information |
