Drinking Water And Sanitation Department has published Tender For Detailed Survey, Designing And Drawing, Construction Of 2.50 Mld Capacity Water Treatment Plant, Esr No. 1 – 2.10 Lac Litre Capacity With 22 M Staging, Esr No. 2 – 3.90 Lac Litre Capacity With 16 M Staging, Staff Quarter, Compound Wall,Supplyin. Submission Date for this Tender is 31-01-2023. Rising Mains 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 2.50 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 | Zone - 1 ESR Capacity 2,10,000 Litres, Staging height - 22 M |
| 7 | Zone - 2 ESR Capacity 3,90,000 Litres, Staging height - 16 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 | Earthwork in excavation of foundationtrenchesof toe wall Spillway head regulator, outlet ,intake well etc. as per a designed section in allkinds 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 in initial lead of 150 M all lifts of 1.5 M as per specification anddirection of E/I. . |
| 11 | Initial Lift |
| 12 | 1st Lift |
| 13 | 2nd Lift |
| 14 | Earthwork in excavation of foundation trenches of toe wall spilllway ,head regulator intake well , outlet etc. as per designed section in hardrock where blasting isneeded and stacking properly in approved stack size in approved stack yard beyond 50m from the edge of the trenches in the country side) with initial lead of 150m. and initial lift of 1.5m. as per specification and direction of E/I (Excavated hard rock size should not be more than 150 lb.). |
| 15 | 3rd Lift |
| 16 | 4th Lift |
| 17 | Providing and laying in position cement of specified grade excluding the cost of centering and shuttering- All work up to plinth level. 1:2:4 (1 cement:1½coarse sand (Zone-III) : 4 graded stone aggregate 20 mm nominal size) all complete as per building specification and direction of E/I. |
| 18 | Foundation |
| 19 | Reinforced cement concrete work in walls (any thickness), including attached pilasters , buttresses, plinth and string courses,fillets, columns, pillars, piers, abutments, posts shuttering, finishing and reinforcement: 1:1.5:3 (1 cement :1.5 coarse sand (Zone- III) :3 graded stone aggregate 20 mm nominal Size). In Foundation RCC - M - 300 |
| 20 | Reinforced cement concrete work in walls (any thickness), including attached pilasters , buttresses, plinth and string courses,fillets, columns, pillars, piers, abutments, posts shuttering, finishing and reinforcement: 1:1.5:3 (1 cement :1.5 coarse sand (Zone- III) :3 graded stone aggregate 20 mm nominal Size). Vertical wall for Intake well |
| 21 | Reinforced cement concrete work in beams, suspended floors, roofs having slove up to 15° landings, balconies, shelves, chajjas, lintels,bends, plains window sills, staircases and stair cases above plinth level up to floor five level, excluding the cost of centering ,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement :1.5 coarse sand (Zone-III) :3 graded stone aggregate 20 mm nominal size).. For Floor Slab beam |
| 22 | Reinforced cement concrete work in beams, suspended floors ,roofs having slove up to 15° landings, balconies, shelves, chajjas, lintels,bends, plains window sills, staircases and stair cases above plinth level up to floor five level, excluding the cost of centering ,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement :1.5 coarse sand (Zone-III) :3 graded stone aggregate 20 mm nominal size). For Floor Slab |
| 23 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses,fillets, columns, pillars, piers, abutments, posts shuttering, finishing and reinforcement: 1:1.5:3 (1 cement :1.5 coarse sand (Zone- III) :3 graded stone aggregate 20 mm nominal Size). Columns upto Roof level |
| 24 | Reinforced cement concrete work in beams, suspended floors, roofs having slove up to 15° landings, balconies, shelves, chajjas, lintels,bends, plains window sills, staircases and stair cases above plinth level up to floor five level, excluding the cost of centering ,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement :1.5 coarse sand (Zone-III) :3 graded stone aggregate 20 mm nominal size). |
| 25 | Reinforced cement concrete work in beams, suspended floors ,roofs having slove up to 15° landings, balconies, shelves, chajjas, lintels,bends, plains window sills, staircases and stair cases above plinth level up to floor five level, excluding the cost of centering ,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement :1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size) all complete as per building specification and direction of E/I. Pump House Roof |
| 26 | 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. |
| 27 | Cetering & Shuttering |
| 28 | Providing tor steel reinforcement of 12 mmdia. As per approved design and drawing excluding carriage of MS rods 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 & direction of E/I. |
| 29 | Providing designation 75A 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. |
| 30 | Supplyingfitting and fixingfull glazed steel Supplying fitting and fixing fully glazed steel door windowor ventilators standard rolled Z and mullion section andsizes as per I.S.-1038 joints met and welded with 100 x16 x 3 mm MSlugsfixedincement concrete (1:2:4) blocks 15 x 10 x 10 cm size including cost of oxidized iron fitting with hinges, handle per steps, catch springs 3 mm thick plain glass panes with Aluminium beads and inner frame fixed with lugs of 20 mmlong 6.3 mm G.I. counter sunk machine screw and nuts and applying acoat of red lead paint, carriage to work site hoisting and placing in position in all storey and taxes all complete as per building specification and direction of E/I. |
| 31 | Supplying fitting & fixing collapsible gate of approved size and make properly fabricated with vertical double channel 20 x 10 x 2 mm, at 100 mm centres and braced with MS flat diagonals 20 x 3 mm with top and bottom rails of T irons 40 x 40 x 6 mm with 38 mm dia steel pulleys complete with bolts nuts locking arrangements, stoppers, handles, including applying a priming coat of red lead paint, carriage, hoisting and taxes all complete as per building specification & direction of E/I . |
| 32 | Providing 12 mm thick cement plaster (1:6) with cleancoarse sand of FM 1.5including screening, curing with all leads andlifts of water scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 33 | Providing 6 mm thick cement plaster (1:4) in ceiling of P/H& jack well with clean coarse sand of FM 1.5 including screening, curing with all leads and lift of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 34 | Providing 12 mm thick water proof cement plaster (1:3) with clean coarse sand of FM 1.5 with 5% cico or any other water proofing compound including screening curing,with all leads and lifts of water, scaffolding taxes and royalty all complete as per buildingspecification and direction of E/I. |
| 35 | 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. |
| 36 | Providing two coat of painting with ready mixed paint of approved shade and make oversteelsurface including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I. |
| 37 | Providing & fixing R.S joist ISMB 300 x 140 mm size fitting and fixing in possion including cutting to required in shape and size, its carrage applying a priner coat of red lead paint etc. all complete job and direction of E/I . |
| 38 | Providing & Fixing G.I.Pipe Railing having 1.0 m height consisting 50 x 50 x 6mm thick M.S.Angles as verticals at 1.5 m c/c, and additional poles at every corner with three rows of 25 mm dia G.I.pipes of medium class variety as horizontal &painting three coats of oil paint over 1 coat of anticorrosive paint of approved colour & shade including cost of all labour,transporting bends to urved shape, etc.complete. |
| 39 | Providing and fixing MS sluice gates in position as per dtailed drawing and specification including cost of all materials, labour, operating pedestal, connecting rod, painting with three coats of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. |
| 40 | Providing and fixing MS Rose piece |
| 41 | Supplying materials and labour for fixing 20m dia M.S.bar steps in stening wall of 0.30 m intrenal and staggered in (1:2:4) cement concrete including scaffolding and curing etc.all complete as per specifiction and Direction of E/I. |
| 42 | Earthwark in back filling foundation trenches or back fillingwith suitable earth in layers not exceding 150 mm thick well watered rammed and fully compacted and finaly dressed with earth obtained from excavtion of foundation and kept at a lead of 30 m and initial lead of 1.5 m complete as perspecification and direction of E/I. |
| 43 | Providing CI cover with frame for mainhole size 0.60 x 0.45. |
| 44 | Supplying & laying riprap with good quality of boulder duly packed excluding cost of carrige all complete. |
| 45 | Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading, unloading transportation are complete. |
| 46 | Cement10KM lead |
| 47 | Steel 10KM lead |
| 48 | Sand 36KM lead |
| 49 | Bricks06KM lead |
| 50 | Stone/Stone Chips11KM lead |
| 51 | Boulder11KM lead |
| 52 | 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) |
| 53 | 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 1.5m as per specification and direction of E/I. |
| 54 | Initial lift |
| 55 | First lift |
| 56 | 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. |
| 57 | E/W in excavation of foundation trenches of toe wall spilllway ,head regulator intake well , outlet etc. as per designed section in hardrock where blasting isneeded and stacking properly in approved stack size in approved stack yard beyond 50m from the edge of the trenches in the country side) with initial lead of 150m. and initial lift of 1.5m. as per specification and direction of E/I (Excavated hard rock size should not be more than 150 lb.). |
| 58 | Initial lift |
| 59 | First lift |
| 60 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work Plinth Level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal Size). |
| 61 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work Plinth Level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) :3 graded stone aggregate 20 mm nominal Size). For Foundation Beam, |
| 62 | Reinforced cement concrete work in walls (any thickness), including attached pilasters , buttresses, plinth and string courses,fillets, columns, pillars, piers, abutments, posts shuttering, finishing and reinforcement: 1:1.5:3 (1 cement :1.5 coarse sand (Zone- III) :3 graded stone aggregate 20 mm nominal Size) For Columns, M - 300 |
| 63 | Reinforced cement concrete work in walls (any thickness), including attached pilasters , buttresses, plinth and string courses,fillets, columns, pillars, piers, abutments, posts shuttering, finishing and reinforcement: 1:1.5:3 (1 cement :1.5 coarse sand (Zone- III) :3 graded stone aggregate 20 mm nominal Size). For Bracing, M - 250 |
| 64 | Reinforced cement concrete work in beams, suspended floors, roofs having slove up to 15° landings, balconies, shelves, chajjas, lintels,bends, plains window sills, staircases and stair cases above plinth level up to floor five level, excluding the cost of centering ,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement :1.5 coarse sand (Zone-III) :3 graded stone aggregate 20 mm nominal size). In Gangway floor beam |
| 65 | Reinforced cement concrete work in beams, suspended floors ,roofs having slove up to 15° landings, balconies, shelves, chajjas, lintels,bends, plains window sills, staircases and stair cases above plinth level up to floor five level, excluding the cost of centering ,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement :1.5 coarse sand (Zone-III) :3 graded stone aggregate 20 mm nominal size). all complete job as per building specification and direction E/I. |
| 66 | 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.. |
| 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 6 mm. Thickcement plaster (1:4) inceiling with clean coarse sand of F.M. 1.5 including screening, curing with allleads& liftsof water, scaffolding taxes & royalty all complete as per building specification & direction of E/I. |
| 69 | 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 |
| 70 | 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. |
| 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 | Earthworkin excavation(As per I.S. 3114/1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposalof excavated earth within initial lead and lift as perspecification and direction of Engineer-in-charge. |
| 78 | Initial Lift |
| 79 | 1st Lift |
| 80 | 2nd Lift |
| 81 | For Header Pipe |
| 82 | Initial Lift |
| 83 | 1st Lift |
| 84 | 2nd Lift |
| 85 | Providing at siteof works ISI standardwelded D.I Double flanged pipe excluding GSTLevied by GOI & GOM inall respect ,Railway Frieght … Complete as directed by EIC (for-2.75m bore pipe) |
| 86 | For Header M.S. pipe 300 mm dia.8 mm thickness |
| 87 | Design and Supply ofV-wire screen laterals Suitable for infiltration Gallary as per site condition and detail provided. End Connection - Suitable Flange including taxes and transporation. 250 mm dia. |
| 88 | Lowering laying and jointing MS/ slotted pipes of following diameters includingall leads and lifts , cost of jointing material ,labour etc. complete as directedby Engineer- in -charge. |
| 89 | Header pipe 300 mm dia. |
| 90 | Perforeted/slotted pipe 250 mm dia. |
| 91 | 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. |
| 92 | for 60 mm Pebbles |
| 93 | for 12 mm to 20 mm Pebbles |
| 94 | for 6 mm to 12 mm Pebbles |
| 95 | Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compactedand fine dressed with earthobtained after cutting within a leadof 50 M and lift of 1.5 m all complete as per building specification and direction of E/I. (made of measurement compacted volume ). |
| 96 | 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. |
| 97 | 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. |
| 98 | 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. |
| 99 | RAW WATER PUMPING MACHINERY & ELECTRICAL WORKS AT INTAKE WELL |
| 100 | Supply, installation, testing and commissioning of Vertical turbine pump sets with allied equipment as under- |
| 101 | Vertical Turbine Pump [make: Kirloskar/WPIL/ Jyoti/ Mather & Platt] as per IS: 1710, SIC of VT pump set water lubricated, single / multi stage, having Bronze Impeller, Stainless steel shaft, MS column pipe 60 ft, line shaft, etc. capable of discharging 25.56 LPS against the head of 117 m coupled with energy efficient TEFC squirrel cage induction motor (IE3) as per IS 12615, having 15% more BHP than pump, operated on 3 Phase, 415V, 50Hz & A.C. Supply having 4 pole & 1500 rpm [make: Kirloskar / ABB/ Crompton Greaves/Marathon] all complete along with all arrangements for required discharge & head, base plate & other accessories such as suitable coupling, spider bearing, foot value with strainer, sluice valve (PN-1.6), NR valve, reducer, pressure gauge, specials, PCC foundation, nut & bolts, piping works for delivery pipe, common leader fitting & fixing with common header, etc. all complete required for the job.(As per the Indian standard and Instruction of E/I.) |
| 102 | Discharge - 25.56 LPS, Head- 117 M. (1W+1S) |
| 103 | Supplying and erecting Fully Automatic Star Delta starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load element, and ON - OFF push buttons, with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser. |
| 104 | Supply, installation, testing and commissioning ofLT Power Distribution Panel for Raw Water to be installed at Intake Well Pump House:- Floor mounted cubicalLT Panel board fabricated with MS sheet of suitable guage and size, dust and vermin proof and painted consisting of proper power distribution 4 pole 315 A copper busbar, 1 no. incoming feeder of 315 A MCCB & 3 nos. outgoing feeder of 200 A MCCB for pump sets including spare feeder and 2 nos. 32 A MCB & 2 nos. 63 A MCCB outgoing feeder for lighting and utility, selector switches, Volt-meters, Ampere-meters, indicator lamps etc. all complete with internal wiring, including all types of protection units/relays & meters (MFM) , etc.all complete with internal wiring with control cables all complete as per site requirement and IS. |
| 105 | Cable:Supplying and erecting240 sqmm XLPE / PVC insulated, armoured cable 1100 V grade with ISI mark Three and half core, stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer with G.I. Earth wire 6 sq mm, complete erected on wall / on pole with 25 X 3 mm M.S. clamps or in provided trench in an approved manner from Transformer to LT panel. |
| 106 | Cable: Supplying and erecting 50 sqmm XLPE / PVC insulated, Unarmoured cable 1100 V grade with ISI mark Three core, stranded Copper conductor erected on wall / on pole in provided trench in an approved manner fromLT panel to Motor. |
| 107 | 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. |
| 108 | Providing, erecting150 KVA Servo Controlled Automatic Voltage stabiliser suitable for output voltage of 415 Volt +/-1%, 3 Ph, 50 Hz, with copper wound transformer (Oil cooled) The stabilizershall be incorporated with protections and indications like Over Voltage / Under Voltage, Single Phasing, Cut off contactor with electronic output sensing unit, including change over switch earthing, T-oil, etc. all complete. |
| 109 | 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. |
| 110 | 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 Plant. |
| 111 | Supplying, Installation and erecting ofLightening 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. |
| 112 | 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. |
| 113 | CLEAR WATER PUMPING MACHINERY & ELECTRICAL WORKS AT WTP |
| 114 | Supply, installation, testing and commissioning of Centrifugal pump sets with allied equipment as under- |
| 115 | Horizontal Split Casing/ Multistage Centrifugal Pump [make: Kirloskar/WPIL/Mather & Platt] as per IS: 5120, SIC of Horizontal Split Casing/ Multistage Centrifugal Pump having Bronze Impeller, Stainless steel shaft, etc. capable for rated discharge and head coupled with energy efficient TEFC squirrel cage induction motor (IE3) as per IS12615, having 15% more BHP than pump, operated on 3 Phase, 415V, 50Hz having 4 pole & 1500 rpm [make: Kirloskar/ABB/Crompton Greaves/Marathon] mounted on common base plate along with all arrangements for required discharge & head including all other accessories such as suitable coupling, foot value with strainer, sluice valve(PN-1.6), NR valve, reducer, pressure gauge, specials, PCC foundation, nut & bolts, piping works for suction & delivery pipe, fitting & fixing with common header, etc. all complete required for the job.(As per the Indian standard and Instruction of E/I.) |
| 116 | Discharge :-8.88 LPS and Head- 34 m (1W+1S) |
| 117 | Discharge :-16.68 LPS and Head- 85 m (1W+1S) |
| 118 | Supplying and erecting Fully Automatic Star Delta starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load element, and ON - OFF push buttons, with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser. |
| 119 | a) 10.00 HP |
| 120 | b)40.00 HP |
| 121 | Supply, installation, testing and commissioning ofLT Power Distribution Panel for Clear Water to be installed at WTP Pump House:- Floor mounted cubicalLT Panel board fabricated with MS sheet of suitable guage and size, dust and vermin proof and painted consisting of proper power distribution 4 pole 315 A copper busbar, 1 no. incoming feeder of 315 A MCCB & 3 nos. outgoing feeders of 100 A MCCB & 63 A MCCB for pump sets and 2 nos. 32 A MCB, 2 nos. 63 A MCCB outgoing feeder for lighting and WTP loads & other utility, selector switches, Volt-meters, Ampere-meters, indicator lamps etc. all complete with internal wiring, including all types of protection units/relays & metersetc.all complete with internal wiring with control cables all complete as per site requirement and IS. |
| 122 | Cable:Supplying and erecting 240sqmm XLPE / PVC insulated, armoured cable 1100 V grade with ISI mark Three and half core, stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer with G.I. Earth wire 6 sq mm, complete erected on wall / on pole with 25 X 3 mm M.S. clamps or in provided trench in an approved manner from Transformer to LT panel. |
| 123 | Cable: Supplying and erecting of following XLPE / PVC insulated, unarmoured copper cable 1100V grade with ISI mark Three core, stranded Copper conductor erected on wall / on pole in provided trench in an approved manner fromLT panel to Motors. |
| 124 | 1) 6 Sq mm |
| 125 | 2) 25 Sq mm |
| 126 | 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. |
| 127 | Providing, erecting125 KVA Servo Controlled Automatic Voltage stabiliser suitable for output voltage of 415 Volt +/-1%, 3 Ph, 50 Hz, with copper wound transformer (Oil cooled). The stabilizer shall be incorporated with protections and indications like Over Voltage / Under Voltage, Single Phasing, Cut off contactor with electronic output sensing unit, change over switch, oil, earthing etc. all complete (75KVA) |
| 128 | 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. |
| 129 | Supplying, Installation and erecting of Lightening Arrester at pump house of approved make and 2nos. Fire extinguisher & 2 nos. First aid box, etc. at Pump house & 2 nos. rubber melting. |
| 130 | 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. |
| 131 | Approch Road , 100 M Length |
| 132 | Contruction of embankment with approved material obtained from borrow pits with all lift and lift transporting to site spreading , grading to required slope and compacting to meet requirement of tables 300.2. |
| 133 | Granular sub base with well Graded Material (400.1)(A) By Mix in Place Method : Construction of granular sub base by providing well graded material, spreading in layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density , complete as per Technical Specification Clause 401 grade II material |
| 134 | Contruction of un-reinforced dowel jointsd at expansion and contruction joint only plain cement concrete pavement thickness as per design over awith shovels rakes compacted using prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M30 (grade) coarse and fine aggregates conforming to IS 383 maximum size coarse not exceeding 25 mmm mixed in concrete mixer of not less than 0.2 cum capacity and appropnate weigh bacher using approved mix design laid in approved fixed side formwork (steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including leveling the formwork as per drawing ), spreading the concrete with shovels rankes compacted using needle seed and plate vibrators and finished in continuous opration including provision of contractionand expansion contruction joints applying debonding strips primer sealant dowel bars near approaches to bridge / culvert and contruction joints admixtures as approved curing of concrete slabs for 14 days using curing compound (where specified) and water finishing to lines and gradeas per drawing and technical Specification Clause. |
| 135 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as pertable 1300.1 no frament weighing less than 25 kg laid dry complete as per drawing and technical specification clause. |
| 136 | Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete. |
| 137 | Cement10KM lead |
| 138 | Sand36KM lead |
| 139 | Stone/Stone Chips11KM lead |
| 140 | Boulders11KM lead |
| 141 | Twin Type Staff Quarter - 1 Unit (Please refer to Section 5, Sl. 2.7 of SBD) |
| 142 | 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. |
| 143 | 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 |
| 144 | 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 |
| 145 | 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. |
| 146 | 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 |
| 147 | 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 |
| 148 | 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. |
| 149 | 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. |
| 150 | Centering & Shuttering |
| 151 | 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. |
| 152 | Centering & Shuttering Door & Windows |
| 153 | Shelves |
| 154 | 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. |
| 155 | Centering & Shuttering |
| 156 | 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 |
| 157 | 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. |
| 158 | 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 |
| 159 | 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.) |
| 160 | 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 |
| 161 | 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 |
| 162 | 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) |
| 163 | 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 |
| 164 | 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. |
| 165 | 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 |
| 166 | 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) |
| 167 | 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. |
| 168 | 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 |
| 169 | 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) |
| 170 | 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 |
| 171 | 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. |
| 172 | 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. |
| 173 | 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 |
| 174 | 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 |
| 175 | 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. |
| 176 | Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete . |
| 177 | Cement 10KM lead |
| 178 | Steel10KM lead |
| 179 | Sand 36KM lead |
| 180 | Bricks 06KM lead |
| 181 | Stone/Stone Chips11 KM lead |
| 182 | Water Supply Sanitation Installation (Plumbing work) |
| 183 | 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. |
| 184 | i) 25mm GI. Pipe. |
| 185 | ii) 15 mm GI. Pipe. |
| 186 | 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. |
| 187 | i) 15 mm GI. Pipe |
| 188 | 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. |
| 189 | Supplying and fixing GI fittings of approved make all complete as per direction of E/I. |
| 190 | (a) Elbow 15 mm dia |
| 191 | (b) Tee plane 15mm dia |
| 192 | (c) Nipple 15mm dia. |
| 193 | (d) Union Socket 25mm dia |
| 194 | (e) Union Socket 15mm dia |
| 195 | (f) Brass bib cock15mm dia |
| 196 | (g) C.I stop cock 15mm dia |
| 197 | (h) C.I. stop cock 25mm dia |
| 198 | (i) Reducing Socket 25x15mm |
| 199 | (j) Tee 25x25x15mm dia |
| 200 | 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). |
| 201 | SEPTIC TANKand SOAK PIT |
| 202 | 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. |
| 203 | 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. |
| 204 | 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. |
| 205 | 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. |
| 206 | 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. |
| 207 | (a) 19 mm thick |
| 208 | (b) 12 mm thick |
| 209 | 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. |
| 210 | (a) B/Win C.M (1:4) |
| 211 | (b) B/W 75-B in (1:6) for Soak pit |
| 212 | (c) Brick work in dry masonry for soak pit. |
| 213 | 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. |
| 214 | 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. |
| 215 | 10 mm dia |
| 216 | 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. |
| 217 | (a) 100mm dia H.C.I. Tee. |
| 218 | (b) 100mm dia H.C.I. Band |
| 219 | (c) 50mm dia H.C.I. Cowel |
| 220 | (d) 50mm dia H.C.I. Vent pipe |
| 221 | (e) 100mm H.C.I. Pipe |
| 222 | 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. |
| 223 | 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. |
| 224 | Supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of E/I. |
| 225 | 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 |
| 226 | Carriages of materials |
| 227 | (a) Brick – 06 KM lead |
| 228 | (b) Sand - 36 KM lead |
| 229 | (c) Stone chips - 11 KM lead |
| 230 | (d) Steel -10 KM lead |
| 231 | (d) Cement-10 KM lead |
| 232 | Electrical Works |
| 233 | 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 |
| 234 | 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 |
| 235 | 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. |
| 236 | Coppersub main wiring in PVC conduit Wiring for sub main wiring withPVC insulated copper conductor single corein surface/recessed PVC conduitas required. |
| 237 | 2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring |
| 238 | 2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring |
| 239 | 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. |
| 240 | 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 |
| 241 | 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 |
| 242 | 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 |
| 243 | PVC con 20 mm PVC pipe |
| 244 | PVC con 25 mm PVC pipe |
| 245 | Installation commissioning and testing Ceiling Fan |
| 246 | Carriage of ceiling fan and regulator |
| 247 | Supplying, fitting and fixing 5 amp ceiling rose on the existing junction |
| 248 | Supplying, fitting and fixing breas batten/ angle holder including connection etc. |
| 249 | 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. |
| 250 | 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. |
| 251 | 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. |
| 252 | 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 |
| 253 | Supplying, fitting and fixingmodular base andcover plate on existing modular metal boxes etcas required. |
| 254 | 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 |
| 255 | Boundry Wall for WTP & 3 Nos. ESR. (509.20 M Long) |
| 256 | 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) |
| 257 | 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. |
| 258 | 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. |
| 259 | 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. |
| 260 | 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. |
| 261 | 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. |
| 262 | Centering & Shuttering |
| 263 | 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. |
| 264 | Centering & Shuttering |
| 265 | 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 |
| 266 | Centering & Shuttering |
| 267 | 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 |
| 268 | Centering & Shuttering |
| 269 | 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. |
| 270 | 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. |
| 271 | 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 |
| 272 | 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. |
| 273 | 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. |
| 274 | 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 . |
| 275 | Cement10KM lead |
| 276 | Steel 10KM lead |
| 277 | Sand 36KM lead |
| 278 | Stone/Stone Chips11KM lead |
| 279 | Bricks 06KM lead |
| 280 | Gate - 03 Nos. |
| 281 | 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. |
| 282 | 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. |
| 283 | 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. |
| 284 | 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. |
| 285 | Centering & Shuttering |
| 286 | 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. |
| 287 | 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. |
| 288 | Centering & Shuttering |
| 289 | 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 |
| 290 | Centering & Shuttering |
| 291 | 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. |
| 292 | 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. |
| 293 | 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. |
| 294 | Providing two coat of painting with ready mixed paint of approved shade and make over steel surface |
| 295 | 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 . |
| 296 | Cement10KM lead |
| 297 | Steel10KM lead |
| 298 | Sand36KM lead |
| 299 | Stone/Stone Chips11KM lead |
| 300 | Bricks06KM lead |
| 301 | Raw Water Rising main. |
| 302 | 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. |
| 303 | DI K-9, Dia 200 mm |
| 304 | 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. |
| 305 | 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 |
| 306 | 200 mm dia |
| 307 | 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 |
| 308 | Sluice valve,Dia 200 mm |
| 309 | Scour valve,Dia 100 mm |
| 310 | Providingandsupplying air valves as per IS - 14845-2000 and MJP"s Standard specifications of approved make and quality of following diameters including all taxes (central and local ), railway friegth, insurance third party inspection charges loading unloading transportation up to departmental store/site etc.complete .P.N 1.6 |
| 311 | Air Valve SingleBall Flanged / screwed type 25 mm dia |
| 312 | 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. |
| 313 | Excavation in Soil item - A |
| 314 | Excavation in Soil item - B |
| 315 | 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. |
| 316 | Excavation in Soil item - C |
| 317 | 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. |
| 318 | DI K-9, Dia 200 mm. |
| 319 | 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) |
| 320 | 25 mm dia. |
| 321 | 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). |
| 322 | Sluice valve,200 mm dia |
| 323 | Scour valve,100 mm dia |
| 324 | 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. |
| 325 | 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) |
| 326 | DI K-9, Dia 200 mm. |
| 327 | 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. |
| 328 | DI K-9, Dia 200 mm. |
| 329 | 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. |
| 330 | 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 |
| 331 | A) Thrust Block |
| 332 | 200 mm dia. |
| 333 | ClearWater Rising main. |
| 334 | 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. |
| 335 | DI K-9, Dia 150 mm |
| 336 | DI K-9, Dia 200 mm |
| 337 | 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. |
| 338 | 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) |
| 339 | 150 mm dia. |
| 340 | 200 mm dia. |
| 341 | 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 |
| 342 | Sluice valve,150 mm dia. |
| 343 | Sluice valve,200 mm dia. |
| 344 | Scour valve,100 mm dia. |
| 345 | 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 |
| 346 | 32 mm dia. |
| 347 | 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. |
| 348 | Excavation in Soil item - A |
| 349 | Excavation in Soil item - B |
| 350 | 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. |
| 351 | Excavation in Soil item - C |
| 352 | 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(Pipetobesupplied departmentally freeofcostandlayingofpipesistobe done asperI.S.S. 3114-1985)asperdesign, specification and direction of E/I |
| 353 | DI K-9, Dia 150 mm. |
| 354 | DI K-9, Dia 200 mm. |
| 355 | 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). |
| 356 | 32 mm dia. |
| 357 | 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. |
| 358 | Sluice valve,Dia 150 mm |
| 359 | Sluice valve,Dia 200 mm |
| 360 | Scour valve,Dia 100 mm |
| 361 | 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. |
| 362 | 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) |
| 363 | Dia 150 mm. |
| 364 | Dia 200 mm. |
| 365 | 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. |
| 366 | Dia 150 mm. |
| 367 | Dia 200 mm. |
| 368 | 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. |
| 369 | 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 |
| 370 | A) Thrust Block |
| 371 | 200 mm dia. |
| 372 | Providing, installing and giving satisfactory field testing of bulk water meter, horizontal inferential multijet type with magnetic drive and dry dial suitable for ambient 50º C Temperature duly sealed against tampering complete with flanges at both ends and conforming to class B as per ISO 4064 along with manufacturer"s test certificate and guarantee certificate, including cost of all materials and labour etc with OIML. MID certification for Abroad meter and FCRI for India including 36 months guarantee etc complete. |
| 373 | Removable mechanism type Bulk water meter as per ISO 4064 |
| 374 | Dia 200 mm. |
| 375 | Dia 150 mm. |
| 376 | DISTRIBUTION MAIN |
| 377 | 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. |
| 378 | Excavation in Soil item-B |
| 379 | 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. |
| 380 | Excavation in Soil item - C |
| 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 | 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. |
| 387 | 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. |
| 388 | DI K-7, Dia 100 mm |
| 389 | DI K-7, Dia 150 mm |
| 390 | DI K-7, Dia 200 mm |
| 391 | DI K-7, Dia 250 mm |
| 392 | 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. |
| 393 | Supplyinglabours,toolsandtackles,lubricantetc.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(Pipetobesupplied departmentally freeofcostandlayingofpipesistobe done asperI.S.S. 3114-1985)asperdesign, specification and direction of E/I |
| 394 | DI K-7, Dia 100 mm. |
| 395 | DI K-7, Dia 150 mm. |
| 396 | DI K-7, Dia 200 mm. |
| 397 | DI K-7, Dia 250 mm. |
| 398 | 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) |
| 399 | DI K-7, Dia 100 mm. |
| 400 | DI K-7, Dia 150 mm. |
| 401 | DI K-7, Dia 200 mm. |
| 402 | DI K-7, Dia 250 mm. |
| 403 | 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. |
| 404 | DI K-7, Dia 100 mm. |
| 405 | DI K-7, Dia 150 mm. |
| 406 | DI K-7, Dia 200 mm. |
| 407 | DI K-7, Dia 250 mm. |
| 408 | 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) |
| 409 | Sluice valve,Dia 100 mm |
| 410 | Sluice valve,Dia 150 mm |
| 411 | Sluice valve,Dia 200 mm |
| 412 | Sluice valve,Dia 250 mm |
| 413 | Scour valve,Dia 100 mm |
| 414 | 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. |
| 415 | Sluice valve,Dia 100 mm |
| 416 | Sluice valve,Dia 150 mm |
| 417 | Sluice valve,Dia 200 mm |
| 418 | Sluice valve,Dia 250 mm |
| 419 | Scour valve,Dia 100 mm |
| 420 | 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. |
| 421 | 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 |
| 422 | A) Thrust Block |
| 423 | For 100 mm dia |
| 424 | For 150 mm dia |
| 425 | For 200 mm dia |
| 426 | Coffer Dam |
| 427 | 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. Payment as per actual basis. |
| 428 | a) For Gangway |
| 429 | b) For Intake well |
| 430 | 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). |
| 431 | a) For Gangway |
| 432 | b) For Intake well |
| 433 | House Connection for 3536 Nos. Consumer. |
| 434 | 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) |
| 435 | 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). |
| 436 | 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. |
| 437 | Centering & Shuttering |
| 438 | 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) |
| 439 | 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. |
| 440 | 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. |
| 441 | 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. |
| 442 | 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 |
| 443 | 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). |
| 444 | 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 |
| 445 | 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. |
| 446 | 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. |
| 447 | Supplying and fixing G.I. fittings of Approved make all complete as per specification and Direction of E/I |
| 448 | Elbow 20 mm |
| 449 | Elbow 15 mm |
| 450 | Reducing Socket 20 mm |
| 451 | Nipple 20 mm |
| 452 | Nipple 15 mm |
| 453 | Union Socket 20 mm |
| 454 | Socket 15mm |
| 455 | Socket 20 mm |
| 456 | Carriage of materials |
| 457 | Operation & Maintenance for Five years |
| 458 | O/M work with Labour component & Materials for 1st Year |
| 459 | As per SBD Section - 5 Clouse 9.10 |
| 460 | O/M work with Labour component & Materials for 2nd Year |
| 461 | As per SBD Section - 5 Clouse 9.10 |
| 462 | O/M work with Labour component & Materials for 3rd Year |
| 463 | As per SBD Section - 5 Clouse 9.10 |
| 464 | O/M work with Labour component & Materials for 4th Year |
| 465 | As per SBD Section - 5 Clouse 9.10 |
| 466 | O/M work with Labour component & Materials for 5th Year |
| 467 | As per SBD Section - 5 Clouse 9.10 |
| 468 | 18% GST |
| 469 | Labour cess |
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