Drinking Water And Sanitation Department has published Tender For Baliya Adjoining Villages Coverage Rural Water Supply Scheme, Under D. W. S. Division Giridih - 2 On Turnkey Basis.. Submission Date for this Tender is 28-11-2022. Centrifugal Pump Tenders in giridih Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | WATER TREATMENT PLANT |
| 2 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Providing all labours and necessary equipment for designing & construction of Unconventional WTP of 2.60 MLD capacity. With all complete job. (Please refer to Section 5, Sl. 2.3 of SBD) |
| 3 | Elevated Service Reservoir |
| 4 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Providing all labours andequipment for designing & construction ofESR all complete job. (Please refer to Section 5,Sl.2.8 of SBD) |
| 5 | ESR |
| 6 | ESR No. - 1 Capacity 3,70,000 Litres, Staging height - 20 M |
| 7 | ESR No. - 2 Capacity 3,30,000 Litres, Staging height - 21 M |
| 8 | Intake Well With Pump House 5.00 M dia. |
| 9 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5, Sl. 2.1 of SBD) |
| 10 | E/W in excavation of foundation trenches oftoe wall spillway head regulator, outlet intake well etc. as per designed section in all kinds of soil / hard soil /soft rock includingmoorum soil. Soil mixedwith kankar pebbles and boulders upto 300 mm size and disposalof the same (beyond 50 m away from edge of the trenches) with initial lift of 1.5 m asper speciation and direction of E/I. |
| 11 | Initial Lift |
| 12 | 1st Lift |
| 13 | 2nd Lift |
| 14 | 3rd Lift |
| 15 | E/W in excavation of foundation trenches oftoe wall spillway head regulator, outlet intake well etc. as per designed section in ordinary rock or soft rock (vide classification of item-C) with disposal of soil (beyond 50 m away from edge of the trenches) with initial lift of 1.5 m asper speciation and direction of E/I. |
| 16 | 3rd Lift |
| 17 | 4th Lift |
| 18 | 5th Lift |
| 19 | 6th Lift |
| 20 | Providing P.C.C. M-150in nominalmix of (1:2:4) In foundation with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand ofF.M. 2.5 to 3 including screening, shuttering, mixing cement concrete inmixer & placing in position, vibrating, striking, curing,taxes & royalty all complete as per building specification & direction ofE/I. |
| 21 | Foundation |
| 22 | Providing and laying in situ Cementconcrete of trap / granite / quartzite / gneiss metal for RCC work in foundation like raft , grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, plywood form work, bully / steel propose, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M -250 and M- 300 only. (excluding M. S or Tor) In RCC M -300 |
| 23 | Providing and casting in situ cement concrete of trap/granite/quartzite/gneiss metal of apporived qulity for RCC work as per detaled drawings and designs or as directed by engg.incharge including normal dewatering, centering ,plywood formwork, bully /steelprop-ups, compaction, finishing the formed surface with CM : 3 of sufficient minimum thickness if special finish is to be provided and curing,etc. complete .(weight batching and mix design forM-30 only. For RCC M-30 grade slabs/landings/vertical/walls/waist/steps for staircase |
| 24 | Providing and castinbg in situ cement concrete of trap/granite/quartzite/gneiss metal of apporived qulity for RCC work as per detaled drawings and designs or as directed by engg. incharge including normal dewatering, centering, plywood formwork, bully /steelprop-ups, compaction,finishing the formed surface with CM : 3 of sufficient minimum thickness if special finish is to be provided and curing,etc. complete. (weight batching and mix design for M-25 & M-30 only. For RCC M-25 grade slabs/landings/vertical/walls/waist/steps for staircase . |
| 25 | providing and casting in situ cement concrete of trap / granite /quartzite / gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer- in- charge including normal dewatering, centering, plywood formwork, bully / steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing , etc ,complete. (By weigh batching and mix design For M-250 & M-300 only. For RCC M-25 grade Beams/Brace/Lintels |
| 26 | Providing and fixing in position C.I. Type dapuri steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc complete as directed by Engineer-in-charge. Spiral |
| 27 | ProvidingR.C.C M-20 with nominal mix of (1:1.5:3) in lintel with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand ofF.M. 2.5 to 3including screening, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing (butexcluding the cost of reinforcement), taxes & royalty all complete as per building specification& direction of E/I. Lintel & Roof Band |
| 28 | Providing designation 75 A brick work in CM 1:6 in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, costs of screening, materials, scaffolding, racking out joints to 15 mm depth curing, taxes and royalty all complete as per building specification & direction of E/I. |
| 29 | Providing R.C.C. M - 20 with normal mix of ( 1:11/2:3) in columns with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position,vibrating, striking,curing(but excluding the cost of reinforcement), taxes & royalty all complete as per building specification& direction of E/I. RCC Column |
| 30 | Providing 63 mm average thick RCC M-200 with nominal mix of in chhajja with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3 including, taking drip course in concrete screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, 6 mm thick cement plaster (1:4) in ceiling and sides of chhajja with sand ofFM 1.5, curing (but excluding the cost of reinforcement) taxes and royalty all complete asper building specification and direction of E/I. Over Doors & Windows. |
| 31 | Centering & Shuttering |
| 32 | Providing 40 mm thick pre cast R.C.C. M-20 with nominal mixof(1:1.5:3)Jaliinventilatorwithapprovedqualityof stone chips of 6mm nominalsize and clean coarse sand of F.M. 2.5 to 3 with 1.6 mm thick M.S. wire as per approved design and drawing and placing the same in position true to plumb and level and properly grouted with cement mortar (1:3) includingcost of curing, scaffoldingand finishing,all complete, as per building specification and direction of E/I. |
| 33 | Providing 12 mm thick water proof cement plaster (1:3) with approved quality of clean coarse sand of F.M. 1.5 with 5 % Cico or any other water proofing compound including screening, curing with all leads & lifts of water, scaffolding, taxes & royalty all complete as per building specification& direction of E/I. |
| 34 | Providing 12 mm thick cement plaster (1:6) on wall of P.H. with approved quality of clean coarse sand of F.M. 1.5 including screening, curing with all leads & lifts of water, scaffolding, taxes & royalty all complete as per building specification & direction of E/I. |
| 35 | Providing 6 mm thick cement plaster (1:4) in ceiling with approved quality of clean coarse sand of F.M. 1.5 including screening, curing with all leads & lifts of water, scaffolding, taxes & royalty all complete as per building specification& direction of E/I. |
| 36 | Providing 1.5 mm neat cement punning in dado including curing carriage of water with all leads and lifts as per building specification & direction of E/I. |
| 37 | Supplying and fixingrolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length & joined together through their entire length and joined together at the end by end rocks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation completeincluding the cost of providing and fixing necessary 27.5 cm long wire springsmanufactured from high tensile steel wire of adequate strength conforming to IS:4454 part 1 and M.S top cover of required thickness for rolling shutters 80 x 1.25 mm M.S laths with 1.25 mm thick top cover. |
| 38 | Rolling shutter ball Bearing |
| 39 | Supplying, fitting and fixing fully glazed steel door, windows or ventilations of standard rolled ‘Z’ and mullion steel sections and size as per IS- 1038 joints met and welded with 100 x 16 x 3 mm M.S. lugs fixed in cement concrete (1:2:4) blocks 15 x 10 x 10 mm, size including cost of oxidized iron fittings, with hinges, handle per steps, catch springs, 3 mm thick plain glass panes with Aluminimum beads and inner frame fixed with lugs with 20 mm long 6.3 mm G.I. counter sunk machine screw and nuts and applying a coat of red lead paint carriage to work site hoisting and placing in position in all storys and taxes all complete as per building specification and direction of E/I. |
| 40 | Supplying, fitting & fixing M. S. Grill made of 20 x 6 mm M.S. flat as per approved design & drawing, properly fabricated with joints continuous fillet welded & finished smooth, carriage of grill to work site, hoisting as per the building specification & direction of E/I. (where materials is not supplied by the Dept.) |
| 41 | Providing GI pipe hand rail with 40 mm GI pipe of ITC or equivalent make properly fitted and fixed in position rail posts with all necessary accessories all taxes all complete as per building specification and direction of E/I. |
| 42 | Providing Tor steel reinforcement of 8 mm dia. to 20 mm dia. Rods as per approveddesign & drawing excluding carriage of M.S rods (straight or in coils) to work site, cutting, bending & binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification & direction of E/I. |
| 43 | Supplying all materials, labour, tools, & hoisting, placing & fixing in position of R.S. joist (250 x 125 mm) size includingcost of cutting & straightening of the R.S. Joist to reacquired shape & size, supplyingfor fixing the chain pulley blockall complete job as per the direction of E/I. |
| 44 | Providing two coat of snowcem of approvedshade and make over a coat of cement of primer on new surfaceincluding preparing the plasterded surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I. |
| 45 | Providingprimerone coat of read lead paint of approved make over new steel surface including preparing the surface aftercleaning,removingrust,dirt’s,scales,smokesand grease and cleaning the surface thoroughly including cost of scaffoldingand taxesall completeas per directionof E/I. (Mode of measurement :- area shall be multiplied by the co- efficient as indicated in building specification.) |
| 46 | C.I. cover with frame for manhole and inspection chamber 600 mm x 450 mm |
| 47 | Providing and fixing in position C.I./M.S. rose pieces in Intake well including cost of all materials and labour, Painting with three coats of anti-corrosive all paints, etc complete as directed by Engineer-in-charge |
| 48 | Providing and fixing M.S. sluice gate in position as per detailed drawing and specifiaction including cost of all materials, labour, operating pedestal, connecting road, paionting with 3 coats of anti corrosive paint etc complete as directed by Engineer-in-charge. |
| 49 | Providing and fixing copper lightining conductor including copper rod of 20mm dia as per upper terminal 1.5 m long with a knob at end with conical spike at top, copper tape conductor 20 x 3mm size, copper esarth plate of 3mm thick and 0.81 sqm in area, clams at 1m center to center including, neccessary excavation, laying and fixing the conductor, providing and fixing 40 mm G.I. pipe upto 3 m heightfrom ground and 0.5m below ground includoing making all connections, filling the earth pit with charcoal, salt etc. and refilling and watering etc. complete as per specifications laid down in relevent I.S., codes |
| 50 | Extra rate per meter |
| 51 | Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading, unloading transportation are complete. |
| 52 | Cement10KM lead |
| 53 | Steel 10KM lead |
| 54 | Sand 36KM lead |
| 55 | Bricks06KM lead |
| 56 | Stone/Stone Chips11KM lead |
| 57 | Doing Geotechnical survey, Collecting field data, designing aesthetically, getting it approved by competent authority and Providing all labours andequipment for designing & CONSTRUCTION OF 3.00 M WIDE AND 50 M LONG APPROACH BRIDGE (GANGWAY) FROM INTAKE TO WTP(pl.refer to Sec-5 Sl.no. 2.2 of SBD for technical specification) |
| 58 | Earthwork in excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section in all kind of soil including moorum soil , soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same(beyond 50m away from the edge of the trenches) with initial lead of 150 m and initial lift of 1.5 m as per specification and direction of E/I. |
| 59 | Earthwork in excavation of foundationtrenchesof toe wall, spillway, head regulator, outlet, intake well etc. as per designed section in ordinary rock or soft Rock (vide classification of soil item-C) withdisposal of soil (beyond 50 m from the edge of the trenches) with initial lead of 1.5 m as per specification and direction of E/I. (soft rock where blasting is not required and approved by the concerned Chief Engineer. |
| 60 | 1st Lift |
| 61 | Pvoviding P.C.C. M 15 with niminal mix of (1:2:4) in foundationand plinthwith approvedauality of stone chips 30 mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 includingscreening,shuttering , mixing cement concrete mixer and placing in position , vibrating , striking , curing( but excluding the cost of reinforcement taxes and royalty all complete as per building speciation and direction of E/I . |
| 62 | Providing and casting in situ cement concrete of trap / granite /quartzite / gneiss metal of approved Quality for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, plywood form work, bully/steel propose, compaction, Finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. (Excluding M .S. or Tor In RCC M - 300. For Foundation, |
| 63 | providing and casting in situ cement concrete of trap / granite /quartzite / gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer- in- charge including normal dewatering , centering , plywood formwork , bully / steel prop-ups , compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing , etc ,complete. (By weigh batching and mix design For M-25 & M-30 only. (exculidingMS, or TOR reinforcement) For Columns, |
| 64 | Providing R.C.C. M - 250 with normal mix of (1:11/2:3) in beam of all types with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, Vibrating, striking, curing, taxes and royalty all completed as per specification and direction of Engineer in charge. For Bracing, |
| 65 | Providing R.C.C. M - 250 with normal mix of (1:1:5:3) in roof slab with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, Vibrating, striking, curing, taxes and royalty all completed as per specification and direction of Engineer in charge. Roof Slab |
| 66 | Providing and fixing GI pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick MS angles as verticals at 1.5 m c/c and additional posts at every corner with 3 rows of 25 mm dia GI pipes of medium class veriety as horizontal and painting 3 coats of oil paint over one coat of anticorrosive paint at approved colour and shade including cost of all labour, transporting bends to curved shape etc. complete |
| 67 | Providing 12 mm thick cement plaster (1:4) with approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification & direction Of E/I. |
| 68 | Providing 25 mm thick 1st class patent stone flooring (1:2:4) with stone chips in two layers, bottom layer 19 mm thick (1:2:4) with 12 mm to 6mm size graded stone chips and top layer 6 mm thick (1:3) with 6 mm down stone chips, in panels including cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes & royalty with all complete as per building specification & direction of E/I. |
| 69 | Providing two coat of snowcem of approvedshade and make over a coat of cement of primer on new surfaceincluding preparing the plasterded surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I. |
| 70 | Providing M.S. reinforcement (tor steel) as per approved design, drawing, re-moval of rust, cutting, bending, binding including supplying annealed wire, placing M.S. rods in position all complete as per Specification and direction of E/I.. |
| 71 | Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete. |
| 72 | Cement10KM lead |
| 73 | Steel10KM lead |
| 74 | Sand36KM lead |
| 75 | Stone/Stone Chips11KM lead |
| 76 | Infiltration Gallery |
| 77 | Earthworkinexcavationof foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section in all kind of soil including moorum soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same (beyond 50 m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m as per specification and direction of E/I. |
| 78 | Lift 0 to 1.5 M - DI Pipe |
| 79 | Lift 0 to 1.5 M - V-Screen Pipe |
| 80 | Lift 1.5 to 2.5 M - DI Pipe |
| 81 | Lift 1.5 to 2.5 M - V- Screen Pipe |
| 82 | Lift 2.5 to 3.0 M - DI Pipe |
| 83 | Lift 2.5 to 3.0 M - V - Screen Pipe |
| 84 | Providing at site of works ISI standard Welded D.I double flanged pipe excluding GST Levied by GOI in all respect Complete as direction by EIC (for 2.75 m bore pipe) |
| 85 | For Header 350 mm dia. |
| 86 | Design and supply Apollo V-wire screen laterals Suitable for infilteration Gallery as per site condition and detail provided. End condition suitable flanges Diameter - 06 inch (153 mm) I.D. = 205 mmO.D. -167 mm Screen thickness = 7 mm Slot-1.00 mmMoc-Low Carbon Galvanised Steel, length - 5 mtr. |
| 87 | Supplying labours, tools tackles lubricant etc. for laying and jointing DI / C.I.S/S tyton pipes (class LA) trenches supplying rubber gasket (Rubber gasket confirming to I.S.S – 5382 – 1969) and making gasket joints including providing night guard barrier and red light to safe guard against accident all complete (Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per I.S.S. 3114-1985) as per design specification and direction of E/I. |
| 88 | For HeaderDI - K7 pipe 350 mm dia. |
| 89 | For V-Screen pipe 150 mm dia. |
| 90 | Providing, lowering, laying and placing in position shrouding material for porous pipe gallery/slotted pipe gallery trench gallery with all leads and lift in valved screening and washing of materials as per directed by Engineer in Charge. |
| 91 | for 40 mm Pebbles |
| 92 | for 10 mm to 12 mm Pebbles |
| 93 | for 6 mm to 12 mm Pebbles |
| 94 | Earthwork in backfilling of foundation trenches or backfilling of masonary structures with suitable earth in layers not exceeding 150 mm thick well watered hammer and fully compacted and finally dressed with earth obtained from exacavtion of foundation trenches and kept at a lead of 30 m and initial lift of 1.5 m complete as per specfication and direction of E/I . |
| 95 | Dewateringthe excavated trenches and pools of water in the building trenches/pipeline trenches,well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc all complete. |
| 96 | Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling,the middle portion with B. C. soil (in gunny bags if requried). Providing impervious / semi pervious materials on both side of B.C.soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge, till the complection of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge. |
| 97 | Providing and supplying ISI standard DI specials & fittings with sealing rubber gasket of SBR, complete with cast iron follower gland and MS nut bolts coated or otherwise protected from rusting and suitable for DI Pipes complete as per IS - 9523 Class K-12. Note: - Rates are F.O.R. Jharkhand but excluding of GST. |
| 98 | RAW WATER PUMPING MACHINERY & ELECTRICAL WORKS AT INTAKE WELL |
| 99 | Supply, installation, testing and commissioning of Vertical turbine pump sets with allied equipment as under- |
| 100 | Supplying, erecting and commissioning of Single / multi stage Vertical turbine pump sets (make: Kirloskar /WPIL/ Mather & Platt) as per IS 1710, capable of discharging as below, consisting of bowl assemblies, bronze impellers, column assembly, stainless steel pump shaft, line shaft, etc. with all accessories coupled with energy efficient (IE3) TEFC squirrel cage induction motor confirming to IS:325 and IS:12615, having 20% more BHP than that of pump, operating on 1500 rpm, 415V, 3 PH, 50 HZ [make: Kirloskar/ABB/Marathon/CGL] all complete with required size of sluice valve and non- return valve standard fitting, strainers, foot valve, reducer, pressure gauge, MS delivery & Suction pipe, common header, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of E/I.(Note:-Contractor will have to check the design of pump & motor and get it approved by the Department) |
| 101 | Discharge - 30.01 LPS, Head- 47 M. (1W+1S) |
| 102 | Providing, erecting and commissioning LT Motor Control Panel board fabricated with MS sheet and painted, dust-vermin proof. Floor mounted cubical Panel board shall be consisting of proper power distribution 100 A copper busbar- 4 pole, 1 no. 100 A MCCBas incoming feeder and 2 nos. 80 A MCCB as outgoing feeders for motors,1 no. 80 A MCCB as spare feeder (for motor), 2 no. 63A MCB and 2 nos. 63 AMCCB for lighting and other loads. Includingselector switches, switch disconnector isolator, Voltmeters, Ampere meters, MFM, indicator lamps, internal wiring, Danger board, protection units & relay, capacitor banks/APFC , etc. all complete and as per IS and direction of E/I. |
| 103 | Supplying and erecting, assembled Fully Automatic Star Delta starter, in a provided cubical panel to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load relay and ONOFF push buttons, with necessary material and connected to supply, etc complete.(Make- L&T/ Siemens/ Schneider/ ABB/ HPL) |
| 104 | 30 H.P. |
| 105 | Cable:Power wiring with required 50 Sq mm 3.5 core 1.1KV grade armoured Aluminium Cables, XLPE/PVC insulated armoured cablefromTransformer to MCP at Raw Water Pump House. Laying, jointing and making proper terminations,etc. all complete. |
| 106 | 50 sqmm |
| 107 | Cable: Power wiring with required 16 Sq mm 3 core 1.1KV grade unarmoured Copper cables, XLPE/PVC insulated armoured cable from Power distribution Panel (MCP) to Motors, including laying on wall or on floor as where required, jointing and making proper terminations,etc. all complete. |
| 108 | Earthing: Earthing with copper earth plate including accessories and providing masanory enclosure with cover plate having locking arrangement and watering pipe of 2.7 m long etc. with charcoal / coke and salt as required conforming IS:3043. |
| 109 | Providing, erecting Servo Controlled Automatic Voltage stabilizer suitable for out put voltage of 415 Volt +/-1%, 3 Ph, 50 Hz, with copper wound transformer (oil cooled) as mentioned below. The stabilizer shall function satisfactory even if incoming supply is unbalanced between phases within range of 10%. The stabilizer should be constructed in cubical box, with bi-directional wheels for easy handling, necessary monitors and user"s controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, Auto/Manual selector switch, Raise/Low push buttons etc. Suitable capacity termination strips and bus bars for incoming and out going cable should be provided. All three phases shall be independently monitored and corrected. Following protections and indications shall be incorporated etc.all complete job. including change over switch earthing ,etc. |
| 110 | 60 KVA |
| 111 | Providing, erecting triple spur gear type 3 Tonne Chain Pulley Block with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark with travelling trolley. |
| 112 | Providing internal and external lighting by wiring and installing lumenaries with suitable Wattage of LED light fittings in pump house, gangway, etc. all complete for Raw Water Pumping Plant, including Lightening Arrester at pump house of approved make and2 nos. Fire extinguisher & 2 nos.First aid box, etc. at Pump house including 2 nos. rubber melting. |
| 113 | Tansformer Installation: Cost of construction of DP structure in Rail / RSJ Pole for above mention transformer with different type of MS channels, M.S. angles, brackets, insulators, AB Switch, three set of horn gap fuse, DO fuse, disc & pin insulator, lightening arrester with earthing, stay sets, nut bolts, fabrication work required for the job, cost of earthing of transformer (Two nos., one no. for neutral and one for body) with all required material, technicians, labours, Grouting, PCC work, fencing, Danger board, testing of transformer oil, fitting, fixing, connecting with HT/LT lines, etc. forpower supply, etc. all complete as per I.E. rules and specification of Jharkhand state electricity board. |
| 114 | CLEAR WATER PUMPING MACHINERY & ELECTRICAL WORKS AT WTP |
| 115 | Supply, installation, testing and commissioning of Centrifugal pump sets with allied equipment as under- |
| 116 | Providing , erecting and commissioning of Multi stage/ Horizontal Split Casing Centrifugal pump (make: Kirloskar / WPIL/ Mather & Platt) as per IS:5120, capable for discharging as below, consisting of bronze impellers, stainless steel pump shaft, etc. with all accessoriescoupled with energy efficient (IE3) TEFC squirrel cage induction motor confirming to IS:325 and IS:12615, having 15% more BHP than that of pump, operating on 1500rpm, 415V, 3 PH, 50 HZ [make:Kirloskar/ABB/CGL/Marathon] all complete withrequired size of sluice valve and non- return valve standard fitting, strainers, reducer, foot valve, pressure gauge, MS delivery & Suction pipe, common header, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of E/I. (Note:-Contractor will have to check the design of pump & motor and get it approved by the Department) |
| 117 | Discharge :-30.01 LPS and Head- 190 m (1W+1S) |
| 118 | Providing, erecting and commissioning LT Motor Control Panel board fabricated with MS sheet and painted, dust-vermin proof. Floor mounted cubical Panel board shall be consisting of proper power distribution 500 A copper busbar- 4 pole, 1 no. 500 A MCCBas incoming feeder and 2 nos. 250 A MCCB as outgoing feeders for motors,1 no. 250 A MCCB as spare feeder (for motor), 2 no. 63 A MCB for lighting and other loads, 2 no. 63 A MCCB for WTP equipments. Includingselector switches, switch disconnector isolator, Voltmeters, Ampere meters, MFM, indicator lamps, internal wiring, Danger board, protection units / relay, capacitor banks/APFC, etc. all complete and as per IS and direction of E/I. |
| 119 | Supplying and erecting, assembled Fully Automatic Star Delta starter, in a provided cubical panel to operate squirrel cage induction motor working on 380- 440 Volt,3 phase, 50 Hz with no volt coil, over load relay and ONOFF push buttons, with necessary material and connected to supply, etc complete. |
| 120 | Cable:Power wiring with required 400 Sq mm 3.5 core 1.1KV grade armoured Aluminium Cables, XLPE/PVC insulated armoured cablefromTransformer to MCP at Clear Water Pump House. Laying, jointing and making proper terminations,etc. all complete. |
| 121 | 400 sqmm |
| 122 | Cable: Power wiringwith required 95 Sq mm 3 core 1.1KV grade unarmoured Copper cables,XLPE / PVC insulated by armoured cable from Power distribution Panel (MCP) to Motors, including laying on wall or on floor as where required, jointing and making proper terminations,etc. all complete. |
| 123 | Earthing: Earthing with copper earth plate including accessories and providing masanory enclosure with cover plate having locking arrangement and watering pipe of 2.7 m long etc. with charcoal / coke and salt as required conforming IS:3043. |
| 124 | Providing, erecting Servo Controlled AutomaticVoltage stabilizer suitable for out put voltage of 415 Volt +/-1%, 3 Ph, 50 Hz, with copper wound transformer (air/oil cooled) as mentioned below. The stabilizer shall function satisfactory even if incoming supply is unbalanced between phases within range of 10%. The stabilizer should be constructed in cubical box, with bi-directional wheels for easy handling, necessary monitors and user"s controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, Auto/Manual selector switch, Raise/Low push buttons etc. Suitable capacity termination strips and bus bars for incoming and out going cable should be provided. All three phases shall be independently monitored and corrected. Following protections and indications shall be incorporated etc.all complete job. including changeover switch,oil,earthing etc. |
| 125 | 250 KVA |
| 126 | Providing, erecting triple spur gear type 3 Tonne Chain Pulley Block with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark with travelling trolley. |
| 127 | Providing, erecting 2 nos. Fire Extinguisher and first aid box for clear Water pumping plant, Lighting arrester, Rubber matting.etc. all complete. |
| 128 | Tansformer Installation: Cost of construction of DP structure in Rail / RSJ Pole for above mention transformer with different type of MS channels, M.S. angles, brackets, insulators, AB Switch, three set of horn gap fuse, DO fuse, disc & pin insulator, lightening arrester with earthing, stay sets, nut bolts, fabrication work required for the job, cost of earthing of transformer (Two nos., one no. for neutral and one for body) with all required material, technicians, labours, Grouting, PCC work, fencing, Danger board, testing of transformer oil, fitting, fixing, connecting with HT/LT lines, etc. forpower supply, etc. all complete as per I.E. rules and specification of Jharkhand state electricity board. |
| 129 | Boundry Wall for WTP & 2 Nos. ESR. (232.80 M Long) |
| 130 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job. (Please refer to Section 5,Sl. 2.9 of SBD) |
| 131 | Earth work in excavation in foundation trenches in hard soil (Vide classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I. |
| 132 | Providing coarse clean sand in filling in fundation trenches or in plinth including ramming and watering in layers not exceeding 15mm thick with all leads and lifts includiing cost of all materials, labour, royality and taxes all complete as per building specification and direction of E/I. |
| 133 | Providing designation of 75A one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I. |
| 134 | Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips (20 mm to 6 mm size)clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 135 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 136 | Centering & Shuttering |
| 137 | Providing RCC M-200 with nominal mix of (1:1.5:3) in stiffeners with approved quality of stone chips 20mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. |
| 138 | Centering & Shuttering |
| 139 | Providing RCC M-200 with nominal mix of (1:1.5:3) in band at plinth level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall |
| 140 | Centering & Shuttering |
| 141 | Providing RCC M-200 with nominal mix of (1:1.5:3) in band at lintel level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall |
| 142 | Centering & Shuttering |
| 143 | Providing designation 75 A brick work in CM (1:6) in super structure with approved quality of clean coarse sand of FM 2 to 2.5 including, providing 10mm thick mortar joints cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 144 | Providing 12mm thick cement plaster (1:6) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per specification and direction of E/I. |
| 145 | Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per buildingspecification & direction of E/I. Qnty. Same as Item no.13 |
| 146 | Providing Tor steel reinforcement of 10 mm,12 mm, &16 mm dia Bars as per approved design and drawing excluding 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. |
| 147 | Filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. |
| 148 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 149 | Cement10KM lead |
| 150 | Steel 10KM lead |
| 151 | Sand 36KM lead |
| 152 | Stone/Stone Chips11KM lead |
| 153 | Bricks 06KM lead |
| 154 | Gate - 03 Nos. |
| 155 | Earth work in excavation in foundation trenches in hard soil (Vide classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I. |
| 156 | Providing coarse clean sand in filling in fundation trenches or in plinth including ramming and watering in layers not exceeding 15mm thick with all leads and lifts includiing cost of all materials, labour, royality and taxes all complete as per building specification and direction of E/I. |
| 157 | Providing designation of 75 A one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I. |
| 158 | Providing P.C.C. M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips (20 mm to 6 mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 159 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 160 | Centering & Shuttering |
| 161 | Providing RCC M-200 with nominal mix of (1:1.5:3) in column with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. |
| 162 | Centering & Shuttering |
| 163 | Providing RCC M-200 with nominal mix of (1:1.5:3) in band at plinth level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall |
| 164 | Centering & Shuttering |
| 165 | Providing Tor steel reinforcement of 10 mm, 12 mm & 16 mm dia Bars as per approved design and drawing excluding 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. |
| 166 | Filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. |
| 167 | Supplying fitting & Fixing M.S. grill gate with M.S. grills made 20x6mm M.S. flat or 16mm M.S. square bars fitted 25 x 25 x 6 mm M.S. angle frame of size 60x60x6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C (1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. |
| 168 | Providing two coat of painting with ready mixed paint of approved shade and make over steel surface |
| 169 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 170 | Cement10KM lead |
| 171 | Steel10KM lead |
| 172 | Sand36KM lead |
| 173 | Stone/Stone Chips11KM lead |
| 174 | Bricks06KM lead |
| 175 | Twin Type Staff Quarter - 1 Unit (Please refer to Section 5, Sl. 2.7 of SBD) |
| 176 | E/W in Excavation in foundation trenches inordinary soil (Vide classification of soil Item -A) & disposal of excavatd earth obtained to a distance up to 50 M including all lift leveling ramming the foundation trenches removing root of trees scrubs all complete as per approveddesign. |
| 177 | Providing, coarse clean sand in filling in foudation trenches /in Plinthincluding ramming & watering in layers not exceeding150 mm thick with all leads lift including cost of all materilas, labour, royalty & taxes all complete as per building specification & direction of E/I |
| 178 | Providing designation 75 A one brick flat soiling jointsfilled with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I |
| 179 | Providing P.C.C M-100 in nominal mix of (1:3:6) in foundation with appoved quantity of stonemetal (50 mm 25 mm dia size)graded& clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cementconcrete in mixer & placing in position, vibrating, striking, curing taxes & royalty all complete as per building specification& direction of E/I. |
| 180 | Providing designation 75 A brick work in C.M. (1:6) in foundation7 Plinthwith approvedqualityof clean coarse sand of F.M 2 to 2.5 including Providing 10 mm thick mortar joints, Cost of screening, materials, Scaffolding, rakingoutjoints to 15 mm depth curing, taxes & royalty all complete as perbuildingspecification & direction of E/I |
| 181 | Providing 50 mm thick damp proof coarse with cement concreteM-150 with nominal mix of (1:2:4) with approved quality of stone chips of 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to3 including screening, shuttering mixing cement concretein mixer with 5% cico or any other approved water proffing compound and placing in position, vibrating, striing, curing, taxes & royalty all completeas per building specification & direction of E/I |
| 182 | Providingdesignation 75 A brick workin C.M (1:6) in super structure with approvedqualityof clean coarsesand of F.M. 2 to 2.5 including providing10 mm thick motar joints, cost of screening, materials, scaffolding, raking outjoints to 15 mm depth curing, taxes & royalty all complete as perbuilding specification & direction of E/I. |
| 183 | Providing R.C.C M-150 with nominal mix of (1:2:4) in lintel level with approved quality of stonechips 20 mm to 6mm size graded & clean coarse sand of F.M 2.5 to including screening, centring,shuttering andmixing cement concrete in mixer& placing in position vibrating striking curing (butexcluding the cost of reinforcement) taxes & royalty all complete as per building specification of E/I. |
| 184 | Centering & Shuttering |
| 185 | Providing average 63 mm thick R.C.C M -200with nominal mix (1:1.5:3) chajja in shelves with approvedqualityof stone chips20 mm to 6 mm size graded & clean coarse sand of F.M 2.5 to 3 including making drip coursein concrete, screening, centering shuttering & mixing cement concrete in mixer & placing in position vibrating, striking, 6 mm cementplaster (1:4) in celling & sidesof chajja with sand of F.M 1.5, Curing (But excluding the cost of reinforcement) taxes and royalty all complete as per building specification of E/I. |
| 186 | Centering & Shuttering Door & Windows |
| 187 | Shelves |
| 188 | Providing R.C.C M-200 with nominal mix of (1:1.5:3) in roof slab with approved quality ofstone chips 20 mm to 6 mm size Graded & Clean coarse sand F.M 2.5 to including making drip course in cocrete,screening, concreting, shuttering, centring mixing cement concrete in mixer & placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes & royalty all complete as per building Specification & direction of the E/I. |
| 189 | Centering & Shuttering |
| 190 | Supplying fitting & fixing good quality, well dressed & well seasoned sal wood work in choukhat in doors, windows, skylights, fan light and C/W celestial windows openings, including wedge over all clamps completeincluding application of two coats of wood preservative of approved quality on the surfacebutting walls & lintels all complete as per building specification & directionofE/I |
| 191 | Supplyingfitting and fixing 250 x20 x 6 mm L-type M.S Clamp properly fish tailed .including making holes and setting the same in 375 x 125 x 75 mm cement concrete block (1:2:4) with cost of all labour and materials and taxes as per building specification and diection of E/I. |
| 192 | Supplying all materials, labours and fitting & fixing 38 mm (1.5) thick good quality seasonedsal wood battened shutter ledged & braced in door and windows with oxidized iron fitting such as hingles, sliding door bolts, tower bolts, handles or ings hooks and eye, cleats, sand block as per schedule, taxes & royalty all complete as perbuilding specification & direction of Engineer -in- charge |
| 193 | Supplying, fittings & fixing M.S Gril made of 20 x 6 mm M.S flat as perapproved design& drawing properly fabricated with jointscontinous filllet welded and finshed smooth, carriage of grill to worksite hoistingas per the building specification and direction ofE/I (where materials is not supplied by the Deptt.) |
| 194 | Providing 40 mm thick pre cast R.C.C M-150 with nominal mix of (1:2:4) in jali with approvedquality to stonechips of 6mm nominal size and clean coarse sand of FM 2.5 to 3 with 1.6 mm thick M.S wire as per approveddesign and drawingand placing the same in position true to plumb and level and properly groutedwith cement mortar (1:3) including cost of curing, Scaffolding and finishing all complete as per building specification and direction E/I |
| 195 | Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqiredsize and shape placedin position and fixing in R.C.Cslab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet |
| 196 | Supplying, fitting and Fixing M.S Grill gate made of 20 x 6 mm M.S or 16 mm M.S raurbar Flat fitted on25 mm x 25 mm x 6mm M.S angle frame of size 60 x 60 x 6 as per approved design including cost of fabrication & drawing, properly fabricated with jointscontinuousfillet welded & finished smooth, providing necessary locking arrangements with Haskell &dummy duly fixed in C.C (1:2:4) blocks of reuired size applying a priming red lead paintsover steel works, taxes , carriage of grill to work site, as per the building specification & direction of E/I (wherematerialsis not supplied by the Dept) |
| 197 | Providing 6 mm thick cement plaster (1:4) in cellingwith approved quality of clean coarse sandof F.M1.5 includingscreening, curing with allleads & lifts of water, scaffolding, taxes & royalty all complete as per building specification & direction of E/I |
| 198 | Providing 12 mm thick cement plaster (1:6) with approved qualityof clean coarse sand of F.M 1.5 includingscreening Curing with all leads & lifts of water, Scaffolding, taxes 7 royalty all complete as per building specification & direction of E/I. |
| 199 | Providing cement 1:3 (12mm ) plaster with cement mortar (1:3) using clean coarse sandfinishing with neat punning a dado 6" (150 mm) higha side room and out side wall upto plinth level includng screening, curing with all leads & lifts of water, scaffolding, taxes and royaltyall completeas per buildingspecification & direction of E/I |
| 200 | Filling in foudation trenches & Plinth in layersnot exceeding 150 mm thick well watered, rammed, fully compacted & finedressed with earth obtained fromexcavation of foundationtrencheswithin a lead of 50 m & lift of 1.5 m all complete as per building specification & direction of E/I. (Mode of measurementcompacted volume) |
| 201 | Providing average 150 mm thick dry rammed khoa beaten to 112 mm. (compacted with water) made of well burnt or jhama bricks including ramming properly till compacted thickness is achieved, curing & carriage of water with all leads, making proper slope & blending the top with cement mortar (1:10) all complete as per building specification & direction of E/I. |
| 202 | Providing 25 mm thick First class patent stone flooring (1:2:4) with stone chips in two layers ,bottom layer 19 mmthick (1:2:4)with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick (1:2) with 6 mm down stone chips in pannels including cost of curing , finishing the surface smooth by rubbing with carborandum stone taxes & royalty with all completeas per building specification & direction of E/I |
| 203 | Providing designation 75 A one brick on edge flooring in C.M (1:4) with top surface flush pointed in CM (1:4) approvedquality of clean coarsesand of F.M 2 to 2.5 including the cost of screening, raking outjointsto 15 mm depth, curing taxes, royalty all complete as per building specification and direction (E/I) |
| 204 | White washing three coat over new surface with approved quality of lime including cost of cleaningsurface thoroughly and removing the scales of smoke & ash marks with jhama rubbing, scaffolding washing of floor sand taxes all complete as per building specification and direction of E/I |
| 205 | Providing all materials, labours & doing 2 (two) coat colour washing over a coat of white washing over new surface with approved quality of lime & colour over the new surface including the cost of clening surface thoroughly and removing the scales of smoke & ash marks with jhama rubbing, scaffolding washing of floor sand taxes all complete as per building specification and direction of E/I. |
| 206 | Providing two coats of painting with readymix paint synthetic enamel paint over a coat of primer of approved shad and make over new wooden surface after cleaning, removing dirt scales, smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I. |
| 207 | Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing rust, dirt, scales, smokes and grease and cleaningthe surface thouroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I |
| 208 | Providing 2(two) coats of Paniting with ready mixed paints of approved shade & make over steel surafce including cleaning the surface thouroughly, scaffolding & taxes all complete as per building specification & direction of E/I |
| 209 | Providing 10 mm (TMT) Fe 500 TOR for steel reinforced as per approved design and drawing excluding carriage of torrod to work site including cutting bending and binding with annealed wire with cost of wire with cost of wore removal of rust placing the rods in position all complete as per building specification and direction of E/I. |
| 210 | Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete . |
| 211 | Cement 10KM lead |
| 212 | Steel10KM lead |
| 213 | Sand 36KM lead |
| 214 | Bricks 06KM lead |
| 215 | Stone/Stone Chips11 KM lead |
| 216 | Water Supply Sanitation Installation (Plumbing work) |
| 217 | Supplying and laying GI pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes in size and threading ends where necessary including carriage of materials up to work site etc. all complete as per specification and direction of E/I. |
| 218 | i) 25mm GI. Pipe. |
| 219 | ii) 15 mm GI. Pipe. |
| 220 | Supplying materials and labours for fixing GI Pipes with red lead paints and yarn with screwed and sockted joints on wall, celling and floor including supplying of wall hooks of pipe clamp, wooden plugs, cutting pipe to size and threading ends where necessary all complete as per specification and direction of E/I. |
| 221 | i) 15 mm GI. Pipe |
| 222 | Supplying, fitting and fixing of GM ferrule of approved make in DI/CI main including drilling and tapping CI/DI main etc. all complete as per specification and direction of E/I. |
| 223 | Supplying and fixing GI fittings of approved make all complete as per direction of E/I. |
| 224 | (a) Elbow 15 mm dia |
| 225 | (b) Tee plane 15mm dia |
| 226 | (c) Nipple 15mm dia. |
| 227 | (d) Union Socket 25mm dia |
| 228 | (e) Union Socket 15mm dia |
| 229 | (f) Brass bib cock15mm dia |
| 230 | (g) C.I stop cock 15mm dia |
| 231 | (h) C.I. stop cock 25mm dia |
| 232 | (i) Reducing Socket 25x15mm |
| 233 | (j) Tee 25x25x15mm dia |
| 234 | Supplying, fitting and fixing vitreous white glazed earthen were I W C of parry Hindustan or any other I.S.S approved make with 100 mm HCI ‘P’ trap, 15 Liters CI pull and let go flushing cistern of names or otherISS equivalent make complete with all fittings C.I. or C.C brackets, 32 mm, alkathene /PVC telescopic flush pipe about 2 mtrs. long with one brass coupling and clamps, GI chain and pull including supplying and fixing a pair of vitreous white glazed earthen were footrest to be fixed in floor, 15 mm .CI body brass spindle, stop cock of weight not less than 50 grams, 15 mm. PVC connection pipe 450 mm. long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I. (510mm.long with 12.5 Liter low level PVC System). |
| 235 | SEPTIC TANKand SOAK PIT |
| 236 | 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, leveling, ramming the foundation trenches, removing roots of trees, shrubsall complete as per approved design, building specification and direction of E/I. |
| 237 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of E/I. |
| 238 | Providing designation 75A one Brick flat soling, joints filled with local sand including cost of watering, tax, royalty all complete as per building specification and direction of E/I. |
| 239 | Providing P.C.C M150 with nominal mix of (1:2:4) in foundation with approved stone chips 20mmto 6mm size well graded andclean course sand of FM-2.5to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, Vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 240 | Providing water proof cement plaster (1:3) with clean course sand of F.M- 1.5mm with 5% cico or any other approved water proofing compound including taxes and royalty all complete as per buildingspecification and directions of E/I. |
| 241 | (a) 19 mm thick |
| 242 | (b) 12 mm thick |
| 243 | Providing designation 75A bricks work in C.M. in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints, cost of screening materials racking out joints to 15 mm. depth, curing taxes and royalty all complete as per building specification and direction of E/I. |
| 244 | (a) B/Win C.M (1:4) |
| 245 | (b) B/W 75-B in (1:6) for Soak pit |
| 246 | (c) Brick work in dry masonry for soak pit. |
| 247 | Providing pre cast R.C.C.M-150 with nominal mix of (1:2:4) slab of desired sizewith approved quality of stone chipsand clean coarse sand of FM 2.5 to 3 including curing, shuttering, carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement), taxes and royalty etc. all complete as per building specification and direction of E/I. |
| 248 | Providing for reinforcement as per approved design and drawing excluding carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per Specification and direction of E/I. |
| 249 | 10 mm dia |
| 250 | Supplying fitting and fixing H.C.I. Pipe/ H.C.I. fitting of Approved make confirming to I.S.S 1729 including supplying nails and bobbins lead andyarn from making lead caulked joints including earth work or providing scaffolding as the case may be all complete as per specification and direction of E/I. |
| 251 | (a) 100mm dia H.C.I. Tee. |
| 252 | (b) 100mm dia H.C.I. Band |
| 253 | (c) 50mm dia H.C.I. Cowel |
| 254 | (d) 50mm dia H.C.I. Vent pipe |
| 255 | (e) 100mm H.C.I. Pipe |
| 256 | Supplying materials and labours and fixing20mm dia M.S bar steps in wall of 0.3 m interval and staggeredin (1:2:4) cement concrete including scaffolding and curing etc. all complete as per specification and direction of E/I. |
| 257 | Supplying all materials, labours, tools and tackles and 100mm dia R.C.C hume pipe and laying jointing, testing, earth work including carriage of materials etc. all complete. |
| 258 | Supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of E/I. |
| 259 | Supplying materials and labours for constructing inspection chamber of designation class 75B bricks size 750mm deep, 600x450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600x475mm G.I. Cover With frame (Weight not less than 36 Kg.) along with earth work in excavation and 80mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per specification and direction of E/I |
| 260 | Carriages of materials |
| 261 | (a) Brick – 06 KM lead |
| 262 | (b) Sand - 36 KM lead |
| 263 | (c) Stone chips - 11 KM lead |
| 264 | (d) Steel -10 KM lead |
| 265 | (d) Cement-10 KM lead |
| 266 | Electrical Works |
| 267 | Point wiring in PVC conduit with modular type switch wiring for light point /fan point with 1.5sqmm F.R. PVC insulated copper conductor single core cable in surface/ recessed PVC conduit with modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required |
| 268 | Wiring for twin control light point with 1.5 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with two way modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required |
| 269 | Wiring for light /power plug point with 2 x 4 sqmm F.R.PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with one no 4 sqmmFR PVC insulated copper conductor single core cable for loop earthing etc as required. |
| 270 | Coppersub main wiring in PVC conduit Wiring for sub main wiring withPVC insulated copper conductor single corein surface/recessed PVC conduitas required. |
| 271 | 2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring |
| 272 | 2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring |
| 273 | Supplying and fixing following way three pole and neutral sheet MCB distribution board 415 volts on surface/ recessed complete with tinned copper bush bars, neutral link, earth bar, din bar, detachable gland plate inter connection phosphatised and power painted including earthing etc as required (but with out mcb / rccb / Isolator) (4+12) double door horizontal type. |
| 274 | Supplying and fixing 5 amp to 32 amp, rating 240 volts, B series miniature circuit breaker of single poles in existing MCB DB complete with connecting, testing, and commissioning etc as required |
| 275 | Earthing with G.I. earth pipe 4.5 M long 40mm diaincluding accessories and providing masonry enclosure withcopperplate having locking arrangement and watering pipe etc with charcoal, salt all complete as per electrical rule |
| 276 | Supplying ,fitting and fixing following sizes of PVC conduct along with accessories in surface / races including cutting the wall and making good the same in case of recessed conduit as required |
| 277 | PVC con 20 mm PVC pipe |
| 278 | PVC con 25 mm PVC pipe |
| 279 | Installation commissioning and testing Ceiling Fan |
| 280 | Carriage of ceiling fan and regulator |
| 281 | Supplying, fitting and fixing 5 amp ceiling rose on the existing junction |
| 282 | Supplying, fitting and fixing breas batten/ angle holder including connection etc. |
| 283 | Supplying, fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3pin 5/6 amp modular type switch, connection, painting etc as required. |
| 284 | Supplying, fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 6pin 5/6 amp and 15/16 amp socket outlet and 15/16 amp modulartype switch, connection, painting etc as required. |
| 285 | Supplying and drawing co-axial T.V. cable RG-06 grade 0.7 nn solid copper conductor PE insulated seilded with fine tinned cover braid and protected with PVC sheath in the existing surface / recessed steel/ PVC conduit as required. |
| 286 | Supplying and fixing modular switch / socket on the existing modular plate and switch box including connection but excluding modular plate etc,as required. TV antenna socket out put |
| 287 | Supplying, fitting and fixingmodular base andcover plate on existing modular metal boxes etcas required. |
| 288 | Cost ofEarthing with G.I. earth pipe 4.5 M long 40mm diaG.I.Pipe 600 mm x 600 mm x 6 mm thick copper earth plate and 8 SWG copper wire including cost of making 1.2 x 1.2 x 3m deep pit and filling with charcoal, salt all complete as per electrical rule |
| 289 | Raw Water Rising main. |
| 290 | Providing and Supplying ISI mark Confirming to IS-8329/ 2000 centrifugally cast (spun) DI pipe for water works with socket and spigot ends in standard working lengths of 4.5, 5.5 & 6 m for classification K-9 suitable for push on joint (Rubber gasket D Jointing) with cement mortar lining inside the pipes with outside zinc and bituminous coating (including cost of one gasket for each pipe) Note: - Rates are F.O.R. Jharkhand but excluding of GST. |
| 291 | DI K-9, Dia 200 mm |
| 292 | Earthwork in excavation (as per I.S. 3114/1965 for laying of different type and sizes of pipe so as to give one meter avarage cover over the socket of pipe with disposal of excavated with in initial lead and lift as per specification and direction of engineer-in charge. |
| 293 | Excavation in Soil item - A |
| 294 | Excavation in Soil item - B |
| 295 | Earth Work in excavation of foundation trenches as perdesign section in ordinary soft rock (Vide classification of soil item - C) and disposal of excavated materials so obtained (50 M away from the edge of the trenches) with initial lead of 10 M and initiallift of 1.5 m as per specification and direction ofE/I in ordinary of soft rock (where blasting is not reqired) Balance 10% of total Earthwork of taken classification soil item - C. |
| 296 | Excavation in Soil item - C |
| 297 | Earthwork in backfilling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-charge. |
| 298 | Providing and supplying ISI standard DI specials & fittings with sealing rubber gasket of SBR, complete with cast iron follower gland and MS nut bolts coated or otherwise protected from rusting and suitable for DI Pipes complete as per IS - 9523 Class K-12. Note: - Rates are F.O.R. Jharkhand but excluding of GST. |
| 299 | Labour charge for one cutting ofC.I/ D.I and specials including suppying supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I. |
| 300 | DI K-9, Dia 200 mm. |
| 301 | Supplying labours, tools and tackles for testing of laid CI pressure pipe upto 60m head of water all complete as per specification and direction of E/I. (Water to be supplied free of cost departmently) |
| 302 | DI K-9, Dia 200 mm. |
| 303 | Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. complete. (without bypass Arrangement ) PN 1.6 |
| 304 | Sluice valve,Dia 200 mm |
| 305 | Scour valve,100 mm dia |
| 306 | Providing and Supplying ISI mark CI D/F reflux valves (non return valves) of following dia inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stores/ site, unloding, stacking etc. complete. Reflux valves as per I.S. 5312 Part l (1984) Without bypass arangement PN-1.6 |
| 307 | 200 mm dia |
| 308 | Providingandsupplyingair valvesasperIS-14845-2000 andM J P"s Standard specificationsof approved make and quality of following diameters including all taxes (central and local ) , railway friegth, insurancethird party inspection charges loading unloading transportation up to departmental store/site etc.complete .P.N 1.6 |
| 309 | Air Valve SingleBall Flanged / screwed type 32 mm dia |
| 310 | Lowering & laying and fixing in proper alignment and position all types of CI air valve as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all materia and giving satisfactory hydraulic testing etc. complete. (for all class of valves) |
| 311 | 32 mm dia. |
| 312 | Supplying Labour and tools for fixing C.I. sluice valve in trenches with a pair of C.I. Tail piece including makinglead caulked joints and flanged joints as per I.S.S. specification, including supplying all jointing materials (Piglead confirming to I.S.S. 782-1978, yarn confirming to I.S.S. 6587–1972 and nuts and bolts confirming to I.S.S. 1364–1983) including drilling holes in flanges if required as per specification and direction of E/I. (Sluice valve and pieces to be supplied departmentally free of cost). |
| 313 | Sluice valve,200 mm dia |
| 314 | Scour valve,100 mm dia |
| 315 | Supplying all materials, labours, tools and equipment and constructing brick masonry chamber of 1.20 M.x 0.90 M. x 1.50 M. inner size having 25cm. thick 75 A brick masonry wall in C.M. (1:6), over 150 mm. P.C.C. M- 150, laid over one brick flat soling on 100mm. local sand filling, including 12 mm. thick cement plaster with punning of inner surface and exposed surface of B/W in C.M. (1:6) and R.C.C. M- 150 cover slab 150 mm. thick with 20 mm. to 6 mm. gradedstone chips, and clean coarse sand of F.M. 2.5 to 3 including providing CI surface box and screening shuttering, mixing, placing, striking, curing, taxes and royalty all complete as per approved design, drawing & specification and direction of E/I. |
| 316 | Providing P.C.C. M-150 with nominal mix of (1:3:6) in foundation with approved qualitystone metal(20 mm to 6 mm Size) clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer -in charge |
| 317 | A) Thrust Block |
| 318 | 150 mm to 200 mm dia. |
| 319 | Supplying labours, tools and tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA) trenches supplyingrubbergasket(Rubbergasket confirmingto I.S.S.-5382-1969) and making gasketjoint including providing night guard, barrier and red light to safe guard against accident, all complete (Pipe to be supplied departmentally free of cost andlaying of pipes is to be done as per I.S.S.3114-1985) as per design,specification and direction of E/I. |
| 320 | DI K-9, Dia 200 mm. |
| 321 | ClearWater Rising main. |
| 322 | Providing and Supplying ISI mark Confirming to IS-8329/ 2000 centrifugally cast (spun) DI pipe for water works with socket and spigot ends in standard working lengths of 4.5, 5.5 & 6 m for classification K-9 suitable for push on joint (Rubber gasket D Jointing) with cement mortar lining inside the pipes with outside zinc and bituminous coating (including cost of one gasket for each pipe) Note: - Rates are F.O.R. Jharkhand but excluding of GST. |
| 323 | DI K-9, Dia 150 mm |
| 324 | DI K-9, Dia 200 mm |
| 325 | Earthwork in excavation (as per I.S. 3114/1965 for laying of different type and sizes of pipe so as to give one meter avarage cover over the socket of pipe with disposal of excavated with in initial lead and lift as per specification and direction of engineer-in charge. |
| 326 | Excavation in Soil item - A |
| 327 | Excavation in Soil item - B |
| 328 | Earth Work in excavation of foundation trenches as perdesign section in ordinary soft rock (Vide classification of soil item - C) and disposal of excavated materials so obtained (50 M away from the edge of the trenches) with initial lead of 10 M and initiallift of 1.5 m as per specification and direction ofE/I in ordinary of soft rock (where blasting is not reqired) Balance 10% of total Earthwork of taken classification soil item - C. |
| 329 | Excavation in Soil item - C |
| 330 | Earthwork in backfilling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-charge. |
| 331 | Providing and supplying ISI standard DI specials & fittings with sealing rubber gasket of SBR, complete with cast iron follower gland and MS nut bolts coated or otherwise protected from rusting and suitable for DI Pipes complete as per IS - 9523 Class K-12. Note: - Rates are F.O.R. Jharkhand but excluding of GST. |
| 332 | Labour charge for one cutting of C.I/D.I and specials including suppying supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I. |
| 333 | Dia 150 mm. |
| 334 | Dia 200 mm. |
| 335 | Supplying labours, tools and tackles for testing of laid CI pressure pipe upto 60m head of water all complete as per specification and direction of E/I. (Water to be supplied free of cost departmently) |
| 336 | Dia 150 mm. |
| 337 | Dia 200 mm. |
| 338 | Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. complete . (without bypass Arrangement ) PN 1.6 |
| 339 | Sluice valve,150 mm dia. |
| 340 | Sluice valve,200 mm dia. |
| 341 | Scour valve,100 mm dia. |
| 342 | Providing and Supplying ISI mark CI D/F reflux valves (non return valves) of following dia inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stores/ site, unloding, stacking etc. complete. Reflux valves as per I.S. 5312 Part l (1984) Without bypass arangement (PN-1.6) |
| 343 | 150 mm dia. |
| 344 | 200 mm dia. |
| 345 | Providingandsupplying air valves as per IS-14845-2000 and M J P"s Standard specifications of approved make and quality of following diameters including all taxes (central and local), railway friegth, insurancethird party inspection charges loading unloading transportation up to departmental store/site etc.complete .P.N 1.6 |
| 346 | 32 mm dia. |
| 347 | Providing P.C.C. M-150 with nominal mix of (1:3:6) in foundation with approved qualitystone metal(20 mm to 6 mm Size) clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer -in charge |
| 348 | A) Thrust Block |
| 349 | 150 mm to 200 mm dia. |
| 350 | Lowering & laying and fixing in proper alignment and position all types of CI air valve as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all materia and giving satisfactory hydraulic testing etc. complete. (for all class of valves). |
| 351 | 32 mm dia. |
| 352 | Supplying labour and tools for fixing C.I. sluice valve in trenches with pair of C.I. Tail piece including making laed caulked joints and flanged joint as per I.S.S. specification including supplying all jointing material (pig lead confirming to I.S.S 782-1978, yarn confirming to I.S.S. 6587-1972 and nuts and bolt confirming to I.S.S. 1364-1983) including drilling holes in flanges if required as per specification and direction of E/I. |
| 353 | Sluice valve,Dia 150 mm |
| 354 | Sluice valve,Dia 200 mm |
| 355 | Scour valve,100 mm dia. |
| 356 | Supplying all materials, labours, tools and equipment and constructing brick masonry chamber of 1.20 M.x 0.90 M. x 1.50 M. inner size having 25cm. thick 75 A brick masonry wall in C.M. (1:6), over 150 mm. P.C.C. M- 150, laid over one brick flat soling on 100mm. local sand filling, including 12 mm. thick cement plaster with punning of inner surface and exposed surface of B/W in C.M. (1:6) and R.C.C. M- 150 cover slab 150 mm. thick with 20 mm. to 6 mm. gradedstone chips, and clean coarse sand of F.M. 2.5 to 3 including providing CI surface box and screening shuttering, mixing, placing, striking, curing, taxes and royalty all complete as per approved design, drawing & specification and direction of E/I. |
| 357 | Supplying labours, tools and tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA) trenches supplying rubber gasket (Rubber gasket confirming to I.S.S.-5382-1969) and making gasket joint including providing night guard, barrier and red light to safe guard against accident, all complete (Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per I.S.S. 3114-1985) as per design, specification and direction of E/I |
| 358 | DI K-9, Dia 150 mm. |
| 359 | DI K-9, Dia 200 mm. |
| 360 | Providing installing & giving satisfactory field testing Bulk water meter, horizontal inferential multijet …. (Removable mechananism type bulk water meter as per IS 04064) |
| 361 | 200 mm dia |
| 362 | DISTRIBUTION MAIN |
| 363 | Providing and Supplying ISI mark Confirming to IS-8329/ 2000 centrifugally cast (spun) DI pipe for water works with socket and spigot ends in standard working lengths of 4.5, 5.5 & 6 m for classification K-7 suitable for push on joint (Rubber gasket D Jointing) with cement mortar lining inside the pipes with outside zinc and bituminous coating (including cost of one gasket for each pipe) Note: - Rates are F.O.R. Jharkhand but excluding of GST. |
| 364 | DI K-7, Dia 100 mm |
| 365 | DI K-7, Dia 150 mm |
| 366 | DI K-7, Dia 200 mm |
| 367 | DI K-7, Dia 250 mm |
| 368 | 90 mm HDPE pipe |
| 369 | Providing and supplying ISI standard DI specials & fittings with sealing rubber gasket of SBR, complete with cast iron follower gland and MS nut bolts coated or otherwise protected from rusting and suitable for DI Pipes complete as per IS - 9523 Class K-12. Note: - Rates are F.O.R. Jharkhand but excluding of GST. |
| 370 | Manufacture, supply & delivery of HDPE fittings confirming to IS: 4984-1985 including transportation excise duty, sale time & specials etc, complete cost of specials. |
| 371 | Earthwork in excavation (as per I.S. 3114/1965 for laying of different type and sizes of pipe so as to give one meter avarage cover over the socket of pipe with disposal of excavated with in initial lead and lift as per specification and direction of engineer-in charge. |
| 372 | Excavation in Soil item-B |
| 373 | Earth Work in excavation of foundation trenches as perdesign section in ordinary soft rock (Vide classification of soil item - C) and disposal of excavated materials so obtained (50 M away from the edge of the trenches) with initial lead of 10 M and initiallift of 1.5 m as per specification and direction ofE/I in ordinary of soft rock (where blasting is not reqired) Balance 10% of total Earthwork of taken classification soil item - C. |
| 374 | Excavation in Soil item - C |
| 375 | Supplying labours, tools and tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA) trenches supplyingrubbergasket(Rubbergasket confirmingto I.S.S.-5382-1969) and making gasketjoint including providing night guard, barrier and red light to safe guard against accident, allcomplete (Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per I.S.S. 3114-1985) as per design, specification and direction of E/I |
| 376 | DI K-7, Dia 100 mm. |
| 377 | DI K-7, Dia 150 mm. |
| 378 | DI K-7, Dia 200 mm. |
| 379 | DI K-7, Dia 250 mm. |
| 380 | 90 mm HDPE pipe |
| 381 | Cutting the road as well as restoring the same as per specifications and as directed by Engineer incharge |
| 382 | Pucca Road (Except black top only taken out material to be used)40% |
| 383 | Waterbound Macadam road(taken out material will be used) for cutting as per requirement 30% of the restoring work |
| 384 | Dismantaling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15 meter lead and disposal of unservisible materials with all leads complete as per direction of E/I |
| 385 | Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of store chips 20 mm-6 mm size graded and clean coarsed sand of FM 2.5 to 3.0 including screeing shuttering mixing cement concrete in mixer and placing in position vibrating striking curing taxes and royalty alll complete as per building specification and directio of E/I. |
| 386 | LabourchargeforonecuttingofC.I/D.Iandspecials including suppying supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I. |
| 387 | DI K-7, Dia 100 mm. |
| 388 | DI K-7, Dia 150 mm. |
| 389 | DI K-7, Dia 200 mm. |
| 390 | DI K-7, Dia 250 mm. |
| 391 | 90 mm HDPE pipe |
| 392 | Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainlesssteel spindle, caps including all transportation etc. complete. (without by-pass Arrangement-P.N-1.0). (With E.D) |
| 393 | Sluice valve,Dia 100 mm |
| 394 | Sluice valve,Dia 150 mm |
| 395 | Sluice valve,Dia 200 mm |
| 396 | Sluice valve,Dia 250 mm |
| 397 | Scour valve,Dia 100 mm |
| 398 | Supplying labour and tools for fixing C.I. sluice valve in trenches with pair of C.I. Tail piece including making laed caulked joints and flanged joint as per I.S.S. specification including supplying all jointing material (pig lead confirming to I.S.S 782-1978, yarn confirming to I.S.S. 6587-1972 and nuts and bolt confirming to I.S.S. 1364-1983) including drilling holes in flanges if required as per specification and direction of E/I. |
| 399 | Sluice valve,Dia 100 mm |
| 400 | Sluice valve,Dia 150 mm |
| 401 | Sluice valve,Dia 200 mm |
| 402 | Sluice valve,Dia 250 mm |
| 403 | Scour valve,Dia 100 mm |
| 404 | Earthwork in backfilling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-charge. |
| 405 | Supplying all materials, labours, tools and equipment and constructing brick masonry chamber of 1.20 M.x 0.90 M. x 1.50 M. inner size having 25cm. thick 75 A brick masonry wall in C.M. (1:6), over 150 mm. P.C.C. M- 150, laid over one brick flat soling on 100mm. local sand filling, including 12 mm. thick cement plaster with punning of inner surface and exposed surface of B/W in C.M. (1:6) and R.C.C. M- 150 cover slab 150 mm. thick with 20 mm. to 6 mm. gradedstone chips, and clean coarse sand of F.M. 2.5 to 3 including providing CI surface box and screening shuttering, mixing, placing, striking, curing, taxes and royalty all complete as per approved design, drawing & specification and direction of E/I. |
| 406 | Supplying labours, tools and tackles for testing of laid CI pressure pipe upto 60m head of water all complete as per specification and direction of E/I. (Water to be supplied free of cost departmently) |
| 407 | DI K-7, Dia 100 mm. |
| 408 | DI K-7, Dia 150 mm. |
| 409 | DI K-7, Dia 200 mm. |
| 410 | DI K-7, Dia 250 mm. |
| 411 | HDPE, Dia 90 mm. |
| 412 | Providing P.C.C. M-150 with nominal mix of (1:3:6) in foundation with approved qualitystone metal(20 mm to 6 mm Size) clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer -in charge |
| 413 | A) Thrust Block |
| 414 | 100 mm dia. |
| 415 | 150 mm to 200 mm dia. |
| 416 | Coffer Dam |
| 417 | Providing, constructing coffer dam in river basin/ dam storagesaspertypedesign includingexcavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious/semi impervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to satisfaction of Engineer-in-charge, tillthe completion of work including dismantling coffer dam after completionofworksand disposingoffmaterialas directed by the Engineer-in-charge. |
| 418 | a) For Gangway |
| 419 | b) For Intake well |
| 420 | Dewatering the excavated trenches and pools of water in the building trenches/pipeline trenches,well works by using pumps and other devices including disposing off water to safe distance asdirected by Engineer-in-charge (including cost ofmachinery, labour, fuel etc. complete). |
| 421 | a) For Gangway |
| 422 | b) For Intake well |
| 423 | House Connection for 4114 Nos. Consumer. |
| 424 | Earth work in excavation (as per I.S.3114/ 1965 for laying of different types and sizes of pipes so as to give 1 m av. cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of E/l. (For soil item B) |
| 425 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including" cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l. (Mode of measurement complacted volume). |
| 426 | ProvindingP.C.C M-150 with in norminal mix of (1:2:4) in foundation with approvedquality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including, screening, shuttering, mixingcement concrete in mixture and placing in position vibrating striking curing taxes and royality all complete as per building specifiaction and direction of E/I. |
| 427 | Centering & Shuttering (Below G.L.) |
| 428 | Centering & Shuttering (Above G.L.) |
| 429 | Earth work in back fillingthe trenches after laying of different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of E/I. (For soil item A & B) |
| 430 | Providing 12mm cement plaster (1:3) with clean coarse sand of F.M. 1.5 including screening, curingwithall leadsand liftsof water, scaffolding taxes and royalty all complete as per building specification and direction of E/l. |
| 431 | Providing and supplying blue MDPE pipes confirming to ISO 4427:1996 manufactured from vergin resin PE 80 food grade compounded raw material having blue colour only assurance certificate from quality agencies like WRC / CIPET ( India) / DVGM / KIWA / SPGN etc. for usage in drinking water with quality system. The cost shall including cost all taxes, inspection charges transprotaion to work site and earth work involved, all complete job as per specification and direction of E/I. 20 mm dia pipe. |
| 432 | Providing and supplying G.I. pipes (Tata and equivalent make) for usage in drinking water with quality system, The cost shall include testing of all materials all taxes central, State, Municipal, Inspection charges transportation up to site transite insurance, loading, unloading, stacking etc. complete as specified and directed. |
| 433 | Lowering laying and jointing HDPE / MDPE pipe in proper position including all specials by Compression fitting / Electrofusion and But fusion jointing procedure including hydraulic testing as er relevent IS Code complete with all materials for jointing procedure like Electro-fusion machine, Electric mirrior/ heater/But fusion welding machine with hydraulic testing and all labours as directed by engineer in charge as per IS-7634 part II |
| 434 | Supplying labour and tools for fixing G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketted joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of E/l. (Pipe with socket to be supplied deparmentally free of cost). |
| 435 | Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dia ferrule weight not less than 425 gram |
| 436 | Providing and fixing gun metal full way valve of approved quality all complete as per specification and direction of E/ (a) 20 mm dia and weight not less than 400 gram. |
| 437 | Providing and fixing 15 mm Dia male ended C.I Body Brass Spindle valve and seat bib cock of approved quality (Wt.not Less than 400 gms.) with extra socket all complete as per specification and Direction of E/I. |
| 438 | Supplying and fixing G.I. fittings of Approved make all complete as per specification and Direction of E/I |
| 439 | Elbow 20 mm |
| 440 | Elbow 15 mm |
| 441 | Reducing Socket 20 mm |
| 442 | Nipple 20 mm |
| 443 | Nipple 15 mm |
| 444 | Union Socket 20 mm |
| 445 | Socket 15mm |
| 446 | Socket 20 mm |
| 447 | Carriage of materials |
| 448 | Operation & Maintenance for Five years |
| 449 | O/M work with Labour component & Materials for 1st Year |
| 450 | As per SBD Section - 5 Clouse 9.10 |
| 451 | O/M work with Labour component & Materials for 2nd Year |
| 452 | As per SBD Section - 5 Clouse 9.10 |
| 453 | O/M work with Labour component & Materials for 3rd Year |
| 454 | As per SBD Section - 5 Clouse 9.10 |
| 455 | O/M work with Labour component & Materials for 4th Year |
| 456 | As per SBD Section - 5 Clouse 9.10 |
| 457 | O/M work with Labour component & Materials for 5th Year |
| 458 | As per SBD Section - 5 Clouse 9.10 |
| 459 | 18% GST |
| 460 | Labour cess |
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