Drinking Water And Sanitation Department has published Tender For Dhunaburu And Adjoining Villages Rural Water Supply Scheme, Under D. W. And S. Division Saraikela On Turnkey Basis. Submission Date for this Tender is 22-12-2022. Rising Mains Tenders in saraikela Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Part-A) DhunaburuBlock Full Coverage Rural Water Supply Scheme |
| 2 | WATER TREATMENT PLANT |
| 3 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Providing all labours and necessary equipment for designing & construction of Conventional WTP of 6.00 MLD capacity. With all complete job. (Please refer to Section 5, Sl. 2.3 of SBD) |
| 4 | Elevated Service Reservoir / UGR / SUMP |
| 5 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours andequipment for designing & construction ofESR all complete job. (Please refer to Section 5, Sl.2.8 of SBD) |
| 6 | ESR |
| 7 | ZONE - 1 Capacity 4,30,000 Litres, Staging height - 17 M |
| 8 | ZONE - 3 Capacity 2,70,000 Litres, Staging height - 20 M |
| 9 | ZONE - 4 Capacity 1,40,000 Litres, Staging height - 10 M |
| 10 | ZONE - 5 Capacity 1,70,000 Litres, Staging height - 17 M |
| 11 | ZONE - 6 Capacity 1,60,000 Litres, Staging height - 22 M |
| 12 | UGR / SUMP |
| 13 | Sump A Capacity 60,000 Litres, |
| 14 | Sump B Capacity 75,000 Litres, |
| 15 | Intake Well With Pump House 6.0 M dia. |
| 16 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5, Sl. 2.1 of SBD) |
| 17 | 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 & boulders upto 300 m size & disposal of the same(beyond 50 m away from the edge of the trenches) with initial lead of 150 M & initial lift of 1.50 M as per specification & direction of E/I. |
| 18 | Initial Lift |
| 19 | 1st Lift |
| 20 | Earthwork in excavation of foundationtrenches of 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)with disposal of soil (beyond 50m from the edge of the trenches) with initiol lead of 1.5m as per specification and direction of E/I. (soft rock where blasting as required and approved by the concerned Chief Engineer.) |
| 21 | 2nd Lift |
| 22 | 3rd Lift |
| 23 | 4th Lift |
| 24 | Providingand laying P.C.C or R.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 graded and clean course sand F.M.2.5 to 3 includingscreening, 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. Foundation |
| 25 | Providing and laying in situ Cement concrete 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 propups, compaction, finishing and curing,etc, complete. (By weigh batching and mix design for M-250 .(excluding M.S. or Tor) In RCC M-250 in Foundation |
| 26 | Providing and costing in situ cementconcrete of trap/ granite /quartzite/gness metal of approved quilty for R.C.C work as per detailed drawing and designs or as directed by Engineer-in-Charge including narmol dewatering,sentering plywood, formwork bully/steel prop-ups, compaction finishing the formed surface with 1:3 sufficeint minimoum thickness if special finish is to be provided and curing etc complete (excluding the cost of reinforcement) For RCC M-250 grade Slabs/Landings/Vertical Walls /Waist Slabs/Steps for Staircase in Foundation staine wall of Intake Well: |
| 27 | Providing and casting in situ cement concrete of trap/ granite /quartzite/gness metal of approved quilty for R.C.C work as per detailed drawing and designs or as directed by Engineer-in-Charge including narmol dewatering, centeringplywood, formwork bully/steel prop-ups, compaction finishing the formed surface with 1:3 sufficeint minimum thickness if special finish is to be provided and curing etc.complete (by weighbacthing and mix design for M-250 only. excluding the cost of reinforcement. For RCC M-250 grade Floor Slab Beam & pump house roof slab (2 No. for floor slab) |
| 28 | Providingand costing in situ cementconcrete of trap/ granite /quartzite/gness metal of approved quilty for R.C.C work as per detailed drawing and designs or as directed by Engineer-in-Charge including narmol dewatering, sentering plywood, formwork bully/steel prop-ups, compaction finishing the formed surface with 1:3 sufficeint minimoum thickness if special finish is to be provided and curing etc. complete (by weighbacthing and mix design for M-150only.(excluding the cost of reinforcement. For RCC M-250 grade Slabs/Landings /Vertical Walls/Waist Slabs/Steps / Staircase - ForFloorSlab; |
| 29 | Providing RCC M 200 with nominal mix (1:1.5:3)in columns with approved quality of sone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including screaning, suttering mixing cement concretein mixer and placing in position, vibraction, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete job as per specification and direction. columns up to Roof level |
| 30 | Providing RCC M-200 with nominal mix (1:1.5:3) in band at lintel level with approved quality of sone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screaning, suttering mixing cement concrete in mixer and placing in position, vibraction, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete job as per specification and direction E/I. Band at lintel level |
| 31 | Providing RCC M 200 with nominal mix (1:1:5:3) in roof slab of all types with approved quality of stone chips 20mm to 6 mm size graded and clean coarse sand of FM,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 and royalty all complete as per building specificationand direction of E/I. PumpHouseRoof |
| 32 | Providing 63 mm average thick RCC M-150 with nominal mix of (1:2:4) 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 ncluding, 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 |
| 33 | Providing TMT reinforcement (TOR steel) 12 mm as per pproved design drawing, removal of rust cutting, bending, binding including supplying an nealed wire placing MS rods in position all complete job as per specification and direction of E/I. |
| 34 | Providing designation 75 A brick work in CM 1:6 in superstructure with approved quality of clean coarse sand of FM 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening of materials, scaffolding, racking out joints to 15 mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 35 | Providing precast cement concrete Jali 1:2:4 (1 Cement : 2 Coarse sand (zone - III) : 4 graded stone aggregate 6 mm nominal size) reinforced with 1.6 mm dia mild steel wire, including centering, shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 Cement : 3 fine sand) etc. complete, excluding plastering of the jambs, sills and sofflis. (40 mm thick) |
| 36 | Supplying, fitting and fixing fully glazed steel doors, 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 of 15 x 10 x 10 cm size including cost of oxidized iron fittings, with hinges, handle per steps, catch springs, 3 mm thick plain glass panes with Aluminium 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 storeys and taxes all compelete as per building specification and direction of E/I. |
| 37 | Supplying, fitting and fixing M.S. grill made of 20 x 6 mm M.S. flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. |
| 38 | Supplying fitting and fixing collapsible gate of approved size and make properly fabricated with vertical double channels 20 x 10 x 2 mm at 100 mm. Centers and braced with M.S. flat diagonals 20 x 3 mm with top & Bottom rails of T-iron 40 x 40 x 6 mm with 38 mm dia steel pulleys complete with bolts, nuts locking arrangement stoppers handles including applying a priming coat of red lead paint, carriage hoisting and taxes all complete as per building specification and direction of E/I. |
| 39 | Providing 12 mm thick cement plaster (1:6) with cleancoarse sand of FM 1.5 including screening, curing with all leads andlifts of water scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 40 | Providing 12 mm thick water proof cement plaster (1:3) with clean coarse sand of FM 1.5 with 5%cico or any otherwater 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. |
| 41 | Providing 6 mm thick cement plaster (1:4) in ceiling 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. |
| 42 | 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. |
| 43 | 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. |
| 44 | Providing R.S. Joist ISMB 350 x 140 mm size fitting and fixing in position including cutting to required in shape and size, its carriage applying a primer coat of redlead paint etc all complete as per building specification and direction of E/I. (Two no. for base and one no. to pulling up of Pump) |
| 45 | Two nos. for Base of pump i.e. ground floor |
| 46 | One nos. below roof i.e. first floor |
| 47 | 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. |
| 48 | Providing and fixing in position M S Sluice Gate including cost of all materials, labour, operating pedestal, connecting rod painting with three coats of anti corrosive paint etc. all complete. |
| 49 | Providing & fixing in position CI/MS rose piece in Intake well including cost of all materials and labour, painting with three coats of anti corrosive oil paint etc. all complete. |
| 50 | Supplying materials and labour for fixing 20 mm 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. |
| 51 | Supplying equipment and labour for back filling the excavated earth around steining well all complete as per specification and direction of E/I. |
| 52 | Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading, unloading transportation are complete. |
| 53 | Cement10KM lead |
| 54 | Steel 10KM lead |
| 55 | Sand 36KM lead |
| 56 | Bricks06KM lead |
| 57 | Stone/Stone Chips11KM lead |
| 58 | 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 80 M LONG APPROACH BRIDGE (GANGWAY) FROM INTAKE TO WTP(pl.refer to Sec- 5 Sl.no. 2.2 of SBD for technical specification) |
| 59 | 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 50 m 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. |
| 60 | Initial Lift |
| 61 | 1st Lift |
| 62 | Earthwork in excavation of foundation trenches of 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) with disposal of soil (beyond 50 m from the edge of the trenches) with initiol lead of 1.5 m as per specification and direction of E/I. (soft rock where blasting as required and approved by the concerned Chief Engineer. |
| 63 | 2nd Lift |
| 64 | Earthwork in excavation of foundationtrenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section in Hard rock where blasting is needed and stacking properly in approved stack size in approved stack yard (beyond 50 m from the edge of the trenches in the country side ) with initial lead of 150 m & initial lift of 1.5 m as peras per specification and direction of E/I. (Excavated Hard rock should not be more than 150 lb) |
| 65 | Providing P.C.C. M-150 in nominal mix of (1:2:4) in foundation 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 complete as per building specification and direction of E/I. |
| 66 | Providing and laying in situ Cement concrete 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 propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 (excluding M.S. or Tor In RCC M - 300) Raft Foundation & Beam. |
| 67 | Providing and castingin situ Cement concrete of trap/ granite/quartzite/ gneiss metal for RCC work as per detailed drawing and designs or as directed by Engineer in Charge including normal dewatering,plywood form work, bully/steel propups, compaction,finishing and curing, etc, complete. (By weigh batching and mix design for M-250 (excluding M.S. or Tor In RCC M - 300) RCC Column |
| 68 | Providing and castingin situ Cement concrete of trap/ granite/quartzite/ gneiss metal for RCC work as per detailed drawing and designs or as directed by Engineer in Charge including normal dewatering, plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M - 250(excluding M.S. or Tor In RCC M - 300) For Bracing |
| 69 | Providing and castingin situ Cement concrete of trap/ granite/quartzite/ gneiss metal for RCC work as per detailed drawing and designs or as directed by Engineer in Charge including normal dewatering, "plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250(excluding M.S. or Tor In RCC M-250) In Gangway floor beam |
| 70 | Providing and costing in situ cement concrete of trap/ granite/quartzite/gness metal of approved quilty for R.C.C work as per detailed drawing and designs or as directed by Engineer-in-Charge including narmol dewatering, sentering plywood, formwork bully/steel prop-ups, compaction finishing the formed surface with 1:3 sufficeint minimum thickness if special finish is to be provided and curing etc. complete (by weighbacthing and mix design for M-250only . (excluding the cost of reinforcement. For RCC M-250 grade Slabs/Landings/Vertical Walls/ Waist Slabs/Steps / Staircase - for gangway slab |
| 71 | Providing tor steel reinforcement of 8 mm or above mm. dia bar as per approved design and drawing excluding carriage of bar 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 Specification and direction of E/I. (TMT Fe-500 only valid for SAIL & TATA Steel) |
| 72 | Providing 12 mm thick cement plaster (1:4) with approved quality of sand of requisite F.M. (2.5to 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. |
| 73 | Providing 6 mm thick cement plaster (1:4) in ceililng 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. |
| 74 | 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. |
| 75 | Supplying equipment and labour for back filling the excavated earth around steining well all complete as per specification and direction of E/I. |
| 76 | Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete. |
| 77 | Cement10KM lead |
| 78 | Steel10KM lead |
| 79 | Sand36KM lead |
| 80 | Stone/Stone Chips11KM lead |
| 81 | RAW WATER PUMPING MACHINERY & ELECTRICAL WORK AT INTAKE WELL |
| 82 | Supply, installation, testing and commissioning of Vertical turbine pump sets with allied equipment as under- |
| 83 | Supplying , erecting and commissioning of Vertical turbine pump sets (make: Kirloskar /WPIL/ Mather & Platt) as per IS 1710, capable of discharging 4020 LPM against a head of 25 m, consisting of bowl assemblies, bronze impellers, column assembly, stainless steel pump shaft, line shaft, etc. with all accessories coupled with energy efficient (IE3) squirrel cage induction motor confirming to IS:325 and IS:12615, having 15% more BHP than that of pump, operating on 1500 rpm, 415V, 3 PH, 50 HZ [make: Kirloskar/ABB/Marathon/CGL/Siemens] 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) |
| 84 | Discharging - 4020 LPM, against the head of 25 m, (1W+1S) |
| 85 | Main Power Distribution Panel cum MCP for Raw Water to be installed at Intake Well Pump House:- Floor mounted cubical LT Motor Control Panel board fabricated with MS sheet of suitable gage and size, dust and vermin proof and painted consisting of proper power distribution 4 pole 250 A copper busbar, 1 no. incoming feeder of 250 A MCCB, 2 nos. outgoing feeder of 100 A MCCB for pumps sets,1 no. 100 A MCCB outgoing spare feeder, 2 nos. 32A MCB & 63 A MCCB outgoing feeder for lighting and utility, switch disconnected isolator (TPN) Volt-meters, Ampere-meters, selector switches, indicator lamps etc. all complete with internal wiring, protection units/relays and capacitor banks of proper KVAR for Power Factor control, etc. all complete as per site requirement, Instruction of E/I. and IE rules. |
| 86 | Providing, erecting and commissioning of 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 ON/OFF push buttons, with necessary material and connected to supply, etc. all complete. |
| 87 | Providing, erecting and commissioning of Power wiring with required 120 Sq mm 3.5 core 1.1 KV grade armoured Aluminium Cables, XLPE/PVC insulated armoured cable from Transformer to MCP at Raw Water Pump House. Laying, jointing and making proper terminations, etc. all complete. |
| 88 | Providing, erecting and commissioning of Power wiring with required 25 Sq mm 3.0 core 1.1 KV 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. |
| 89 | Providing & erection of 75 KVA Servo Controlled Automatic Voltage stabiliser suitable for out put voltage of 415 Volt +/-1%, 3 Ph, with copper wound transformer (air cooled). The stabilizer shall fuction satisfactorily even if incoming supply in unbalanced between phases within range of 10%. The Stabilizer should be constructed in cubical box, with bidirectional 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. Protections and indications shall be incorporated with Over Voltage / Under Voltage, Single Phasing & Cut off contactor with electronic output sensing unit, including T-oil, earthing, change over switch, etc. all complete. |
| 90 | Earthing: Providing, erecting and commissioning of earthing as per IS 3043 with all equipments & materials for each motors. |
| 91 | Crane: Providing, erecting and commissioning of 3 ton of triple spur gear type chain pulley block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested for 50 % over load as per IS 3832 carrying ISI mark with travelling trolley. |
| 92 | Providing, erecting and commissioning of internal and external lighting by doing wiring and installing lumenaries e.g. suitable wattage of LED light fittings in Pump house, gangeway etc. all complete as per requirement. |
| 93 | Supplying, installation & commissioning of Lightening arrestor for Pump house, fire fighting system (2 nos.), first aid box (2 nos.), Rubber matting (2 nos.), for electrical equipments etc. for Pump House. |
| 94 | 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. |
| 95 | CLEAR WATER PUMPING MACHINERY & ELECTRICAL WORK AT WTP |
| 96 | Supply, installation, testing and commissioning of Centrifugal pump sets with allied equipment as under |
| 97 | Providing, erecting and commissioning of Multi stage/ Horizontal split case Centrifugal pump (make: Kirloskar/ WPIL/ Mather & Platt) as per IS:5120, capable for required discharge and head (mention below), consisting of Stainless steel/bronze impellers, stainless steel pump shaft, etc. with all accessories coupled with energy efficient (IE3) TEFC squirrel cage induction motor confirming to IS:12615, having 10% more BHP than that of pump, operating on 1500 rpm, 415V, 3 PH, 50 HZ[make: Kirloskar /ABB/ CGL/ Marathon/ Siemens] all complete with required 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) |
| 98 | Discharging - 4020 LPM, against the head of 180 m, (1W+1S) |
| 99 | Main Power Distribution Panel cum MCP for Clear Water to be installed at WTP:- Providing, erecting and commissioning of Floor mounted cubical LT Motor Control Panel board fabricated with MS sheet of suitable guage and size, dust and vermin proof and painted consisting of proper power distribution 4 pole 800 A copper busbar, 1 no. incoming feeder of 800 A MCCB, 3 nos. 630 A MCCB for outgoing feeder of clear water pump sets (with spare feeder), 2 nos. 100 A & 2 nos. 63 A MCCB for WTP & other utilities, 2 nos. 32 A MCCB for outgoing feeder of clear water pump sets (with spare feeder), 2 nos. 100 A & 63 A MCCB for WTP & other utilities, 2 nos. 32 A MCBfor lighting feeder, switch disconnected isolator (TPN), selector switches, Volt-meters, Ampere-meters, indicator lamps etc.all complete with internal wiring, protection units/relays and capacitor banks of proper KVAR for Power Factor improvement for pump sets and other equipment, etc. all complete as per site requirement, Instruction of E/I. and IE rules. |
| 100 | Providing, erecting and commissioning of 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 ON/OFF push buttons, with necessary material and connected to supply, etc. all complete. |
| 101 | Providing, erecting and commissioning of Power wiring with required 400 Sq mm 3.5 core 1.1 KV grade armoured Aluminium Cables, XLPE/PVC insulated armoured cable from Transformer to MCP at Raw Water Pump House. Laying, jointing and making proper terminations, etc. all complete. |
| 102 | Providing, erecting and commissioning of Power wiring with required of size 3.0 core 1.1 KV grade armoured Copper Cables, XLPE/PVC insulated armoured cable from MCP to Motors at Clear Water Pump House, laying, jointing and making proper terminations, etc. all complete. |
| 103 | a) 185 sqmm |
| 104 | Providing & erection of 500 KVA Servo Controlled Automatic Voltage stabiliser suitable for out put voltage of 415 Volt +/-1%, 3 Ph, with copper wound transformer (air cooled). The stabilizer shall fuction satisfactorily even if incoming supply in unbalanced between phases within range of 10%. The Stabilizer should be constructed in cubical box, with bidirectional 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. Protections and indications shall be incorporated with Over Voltage / Under Voltage, Single Phasing & Cut off contactor with electronic output sensing unit, including T-oil, earthing, change over switch, etc. all complete. |
| 105 | Earthing: Providing, erecting and commissioning of earthing as per IS 3043 with all equipments & materials for each motors. |
| 106 | Supplying, installation & commissioning of Lightening arrestor for Pump house, fire fighting system (2 nos.), first aid box (2 nos.), Rubber matting (2 nos.), for electrical equipments etc. for Pump House. |
| 107 | Providing, erecting and commissioning of 5 ton Single Girder Hand Operated Circular / Rectangular Travelling Crane with 6 m lift complete with chain pulley block ISI marked and travelling trolley both tested for 50 % overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, etc. complete. |
| 108 | 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. |
| 109 | CLEAR WATER PUMPING MACHINERY & ELECTRICAL WORK AT SUMP A |
| 110 | Supply, installation, testing and commissioning of Centrifugal pump sets with allied equipment as under |
| 111 | Providing, erecting and commissioning of Multi stage/ Horizontal split case Centrifugal pump (make: Kirloskar/ WPIL/ Mather & Platt) as per IS:5120, capable for required discharge and head (mention below), consisting of Stainless steel/bronze impellers, stainless steel pump shaft, etc. with all accessories coupled with energy efficient (IE3) TEFC squirrel cage induction motor confirming to IS:12615, having 10% more BHP than that of pump, operating on 1500 rpm, 415V, 3 PH, 50 HZ[make: Kirloskar /ABB/ CGL/ Marathon/ Siemens] all complete with required 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) |
| 112 | Discharging - 380 LPM, against the head of 61 m, (1W+1S) |
| 113 | Main Power Distribution Panel cum MCP for Clear Water to be installed at WTP:- Providing, erecting and commissioning of Floor mounted cubical LT Motor Control Panel board fabricated with MS sheet of suitable guage and size, dust and vermin proof and painted consisting of proper power distribution 4 pole 100 A copper busbar, 1 no. incoming feeder of 100 A MCCB, 3 nos. 60 A MCCB for outgoing feeder of clear water pump sets (with spare feeder), 1 no. 100 A & 1 no. 63 A MCCB for Sump & other utilities, 2 nos. 32 A MCBfor lighting feeder, switch disconnected isolator (TPN), selector switches, Volt-meters, Ampere-meters, indicator lamps etc.all complete with internal wiring, protection units/relays and capacitor banks of proper KVAR for Power Factor improvement for pump sets and other equipment, etc. all complete as per site requirement, Instruction of E/I. and IE rules. |
| 114 | Providing, erecting and commissioning of 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 ON/OFF push buttons, with necessary material and connected to supply, etc. all complete. |
| 115 | Providing, erecting and commissioning of Power wiring with required 50 Sq mm 3.5 core 1.1 KV grade armoured Aluminium Cables, XLPE/PVC insulated armoured cable from Transformer to MCP at Raw Water Pump House. Laying, jointing and making proper terminations, etc. all complete. |
| 116 | Providing, erecting and commissioning of Power wiring with required of size 3.0 core 1.1 KV grade unarmoured Copper Cables, XLPE/PVC insulated armoured cable from MCP to Motors at Clear Water Pump House, laying, jointing and making proper terminations, etc. all complete. |
| 117 | a)6 sqmm |
| 118 | Providing & erection of 30 KVA Servo Controlled Automatic Voltage stabiliser suitable for out put voltage of 415 Volt +/-1%, 3 Ph, with copper wound transformer (air cooled). The stabilizer shall fuction satisfactorily even if incoming supply in unbalanced between phases within range of 10%. The Stabilizer should be constructed in cubical box, with bidirectional 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. Protections and indications shall be incorporated with Over Voltage / Under Voltage, Single Phasing & Cut off contactor with electronic output sensing unit, including T-oil, earthing, change over switch, etc. all complete. |
| 119 | Earthing: Providing, erecting and commissioning of earthing as per IS 3043 with all equipments & materials for each motors. |
| 120 | Providing, erecting and commissioning of internal and external lighting by doing wiring and installing lumenaries e.g. suitable wattage of LED light fittings in Pump house, gangeway etc. all complete as per requirement. |
| 121 | Supplying, installation & commissioning of Lightening arrestor for Pump house, fire fighting system (2 nos.), first aid box (2 nos.), Rubber matting (2 nos.), for electrical equipments etc. for Pump House. |
| 122 | Crane: Providing, erecting and commissioning of 3 ton of triple spur gear type chain pulley block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested for 50 % over load as per IS 3832 carrying ISI mark with travelling trolley. |
| 123 | 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. |
| 124 | CLEAR WATER PUMPING MACHINERY & ELECTRICAL WORK AT SUMP B |
| 125 | Supply, installation, testing and commissioning of Centrifugal pump sets with allied equipment as under |
| 126 | Providing, erecting and commissioning of Multi stage/ Horizontal split case Centrifugal pump (make: Kirloskar/ WPIL/ Mather & Platt) as per IS:5120, capable for required discharge and head (mention below), consisting of Stainless steel/bronze impellers, stainless steel pump shaft, etc. with all accessories coupled with energy efficient (IE3) TEFC squirrel cage induction motor confirming to IS:12615, having 10% more BHP than that of pump, operating on 1500 rpm, 415V, 3 PH, 50 HZ[make: Kirloskar /ABB/ CGL/ Marathon/ Siemens] all complete with required 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) |
| 127 | Discharging - 450 LPM, against the head of 112 m, (1W+1S) |
| 128 | Main Power Distribution Panel cum MCP for Clear Water to be installed at WTP:- Providing, erecting and commissioning of Floor mounted cubical LT Motor Control Panel board fabricated with MS sheet of suitable guage and size, dust and vermin proof and painted consisting of proper power distribution 4 pole 100 A copper busbar, 1 no. incoming feeder of 100 A MCCB, 3 nos. 63 A MCCB for outgoing feeder of clear water pump sets (with spare feeder), 1 no. 100 A & 1 no. 63 A MCCB for Sump & other utilities, 2 nos. 32 A MCBfor lighting feeder, switch disconnected isolator (TPN), selector switches, Volt-meters, Ampere-meters, indicator lamps etc.all complete with internal wiring, protection units/relays and capacitor banks of proper KVAR for Power Factor improvement for pump sets and other equipment, etc. all complete as per site requirement, Instruction of E/I. and IE rules. |
| 129 | Providing, erecting and commissioning of 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 ON/OFF push buttons, with necessary material and connected to supply, etc. all complete. |
| 130 | Providing, erecting and commissioning of Power wiring with required 50 Sq mm 3.5 core 1.1 KV grade armoured Aluminium Cables, XLPE/PVC insulated armoured cable from Transformer to MCP at Raw Water Pump House. Laying, jointing and making proper terminations, etc. all complete. |
| 131 | Providing, erecting and commissioning of Power wiring with required of size 3.0 core 1.1 KV grade unarmoured Copper Cables, XLPE/PVC insulated armoured cable from MCP to Motors at Clear Water Pump House, laying, jointing and making proper terminations, etc. all complete. |
| 132 | a)16 sqmm |
| 133 | Providing & erection of 50 KVA Servo Controlled Automatic Voltage stabiliser suitable for out put voltage of 415 Volt +/-1%, 3 Ph, with copper wound transformer (air cooled). The stabilizer shall fuction satisfactorily even if incoming supply in unbalanced between phases within range of 10%. The Stabilizer should be constructed in cubical box, with bidirectional 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. Protections and indications shall be incorporated with Over Voltage / Under Voltage, Single Phasing & Cut off contactor with electronic output sensing unit, including T-oil, earthing, change over switch, etc. all complete. |
| 134 | Earthing: Providing, erecting and commissioning of earthing as per IS 3043 with all equipments & materials for each motors. |
| 135 | Providing, erecting and commissioning of internal and external lighting by doing wiring and installing lumenaries e.g. suitable wattage of LED light fittings in Pump house, gangeway etc. all complete as per requirement. |
| 136 | Supplying, installation & commissioning of Lightening arrestor for Pump house, fire fighting system (2 nos.), first aid box (2 nos.), Rubber matting (2 nos.), for electrical equipments etc. for Pump House. |
| 137 | Crane: Providing, erecting and commissioning of 3 ton of triple spur gear type chain pulley block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested for 50 % over load as per IS 3832 carrying ISI mark with travelling trolley. |
| 138 | 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. |
| 139 | Twin Type Staff Quarter - 1 Unit (Please refer to Section 5, Sl. 2.7 of SBD) |
| 140 | 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. |
| 141 | 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 |
| 142 | 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 |
| 143 | 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 |
| 144 | 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 |
| 145 | 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 |
| 146 | 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 |
| 147 | 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. |
| 148 | Centering & Shuttering |
| 149 | Providing average 63 mm thick R.C.C M - 200with nominal mix (1:2:4) 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 course in 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 royaltyall complete as per building specification of E/I |
| 150 | Centering & Shuttering (1) |
| 151 | Centering & Shuttering (2) |
| 152 | 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 |
| 153 | Centering & Shuttering |
| 154 | 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 |
| 155 | Supplyingfitting and fixing 250 x 20 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 taxesas per building specification and diection of E/I @6for each door & 4 for each window Total Quantity -(2x3x6+2x4x4)=68 nos |
| 156 | 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 |
| 157 | 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.) |
| 158 | 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 |
| 159 | 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 |
| 160 | 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) |
| 161 | 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 |
| 162 | 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. |
| 163 | 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 |
| 164 | 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) |
| 165 | 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. |
| 166 | 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 |
| 167 | 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) |
| 168 | Providing one coat of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of E/I. |
| 169 | Colour washing two coats over a coat of white wash over new surface with appropriate quality of lime in approv-ed shade including cost of cleaning surface throughly and removing the scales of smoke & ash marks with jhama rubbing, scaffolding,washing of floors and taxes all complete as per building specification and direction of E/I. |
| 170 | Providing two coats of painting with ready mix 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 |
| 171 | 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 |
| 172 | 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 |
| 173 | Providing Tor steel reinforcement of 10 mm, 12 mm & 16 mm. dia bars as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. |
| 174 | Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete . |
| 175 | Cement 10KM lead |
| 176 | Steel10KM lead |
| 177 | Sand 36KM lead |
| 178 | Bricks 06KM lead |
| 179 | Stone/Stone Chips11 KM lead |
| 180 | Water Supply Sanitation Installation (Plumbing work) |
| 181 | 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. |
| 182 | i) 25 mm GI. Pipe. |
| 183 | ii) 15 mm GI. Pipe. |
| 184 | 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. |
| 185 | i) 15 mm GI. Pipe |
| 186 | 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. |
| 187 | Supplying and fixing GI fittings of approved make all complete as per direction of E/I. |
| 188 | (a) Elbow 15 mm dia |
| 189 | (b) Tee plane 15mm dia |
| 190 | (c) Nipple 15mm dia. |
| 191 | (d) Union Socket 25mm dia |
| 192 | (e) Union Socket 15mm dia |
| 193 | (f) Brass bib cock15mm dia |
| 194 | (g) C.I stop cock 15mm dia |
| 195 | (h) C.I. stop cock 25mm dia |
| 196 | (i) Reducing Socket 25x15mm |
| 197 | (j) Tee 25x25x15mm dia |
| 198 | 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). |
| 199 | SEPTIC TANKand SOAK PIT |
| 200 | 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, removingrootsoftrees, shrubsall complete as per approved design, building specification and direction of E/I. |
| 201 | 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. |
| 202 | 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. |
| 203 | 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. |
| 204 | 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. |
| 205 | (a) 19 mm thick |
| 206 | (b) 12 mm thick |
| 207 | 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. |
| 208 | (a) B/Win C.M (1:4) |
| 209 | (b) B/W 75-B in (1:6) for Soak pit |
| 210 | (c) Brick work in dry masonry for soak pit. |
| 211 | 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. |
| 212 | 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. |
| 213 | 10 mm dia |
| 214 | 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. |
| 215 | (a) 100mm dia H.C.I. Tee. |
| 216 | (b) 100mm dia H.C.I. Band |
| 217 | (c) 50mm dia H.C.I. Cowel |
| 218 | (d) 50mm dia H.C.I. Vent pipe |
| 219 | (e) 100mm H.C.I. Pipe |
| 220 | 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. |
| 221 | 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. |
| 222 | Supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of E/I. |
| 223 | 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 |
| 224 | Carriages of materials |
| 225 | (a) Brick – 06 KM lead |
| 226 | (b) Sand - 36 KM lead |
| 227 | (c) Stone chips - 11 KM lead |
| 228 | (d) Steel -10 KM lead |
| 229 | (d) Cement-10 KM lead |
| 230 | Electrical Works |
| 231 | 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 |
| 232 | 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 |
| 233 | 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. |
| 234 | Coppersub main wiring in PVC conduit Wiring for sub main wiring withPVC insulated copper conductor single corein surface/recessed PVC conduitas required. |
| 235 | 2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring |
| 236 | 2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring |
| 237 | 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. |
| 238 | 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 |
| 239 | 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 |
| 240 | 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 |
| 241 | PVC con 20 mm PVC pipe |
| 242 | PVC con 25 mm PVC pipe |
| 243 | Installation commissioning and testing Ceiling Fan |
| 244 | Carriage of ceiling fan and regulator |
| 245 | Supplying, fitting and fixing 5 amp ceiling rose on the existing junction |
| 246 | Supplying, fitting and fixing breas batten/ angle holder including connection etc. |
| 247 | 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. |
| 248 | 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. |
| 249 | 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. |
| 250 | 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 |
| 251 | Supplying, fitting and fixingmodular base andcover plate on existing modular metal boxes etcas required. |
| 252 | 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 |
| 253 | Compound Wall/ Boundry Wall for WTP. (1451.20 M Long) |
| 254 | 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) |
| 255 | 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 |
| 256 | 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. |
| 257 | 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. |
| 258 | 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. |
| 259 | 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, 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. |
| 260 | Centering & Shuttering |
| 261 | 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 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. |
| 262 | Centering & Shuttering |
| 263 | 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 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 |
| 264 | Centering & Shuttering |
| 265 | 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 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 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. |
| 268 | 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. |
| 269 | 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 |
| 270 | 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. |
| 271 | 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. |
| 272 | 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 . |
| 273 | Cement10KM lead |
| 274 | Steel 10KM lead |
| 275 | Sand 36KM lead |
| 276 | Stone/Stone Chips11KM lead |
| 277 | Bricks 06KM lead |
| 278 | Gate - 8 nos. |
| 279 | 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 |
| 280 | 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. |
| 281 | 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. |
| 282 | Providing P.C.C M - 150 with nominal mix of (1:2:4) 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. |
| 283 | 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. |
| 284 | Centering & Shuttering |
| 285 | 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. |
| 286 | Centering & Shuttering |
| 287 | 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 |
| 288 | Centering & Shuttering |
| 289 | 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. |
| 290 | 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. |
| 291 | 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. |
| 292 | Providing two coat of painting with ready mixed paint of approved shade and make over steel surface |
| 293 | 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 . |
| 294 | Cement10KM lead |
| 295 | Steel10KM lead |
| 296 | Sand36KM lead |
| 297 | Stone/Stone Chips11KM lead |
| 298 | Bricks06KM lead |
| 299 | Raw Water Rising main. |
| 300 | 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: - The rates are for Jharkhand at Ranchi but exclusive of GST. (including @ 10% C.P.) |
| 301 | DI K-9, Dia 300 mm. |
| 302 | Supplying labours tools and tackles for testing of lead CI or UPVC or HDPE or AC or DI pressure pipe upto 60 m head of water all complete as per specification direction EI. |
| 303 | DI K-9, Dia 300 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 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-1.6) (With E.D) |
| 306 | DI K-9, Dia 300 mm. |
| 307 | Providing andsupplying air valves as per IS - 10845 -2000 and MJP"s standard specifications of approved make and quality of following diameters including alltaxes (central and local), railway freight, inspectioncharges, unloading from railway wagons, loadinginto truck,transportation transportati on upto departmentalstores/site unloading and stacking etc. complete. (Single Ball- PN -1.6) |
| 308 | 50 mm Air Valve |
| 309 | 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 pipes with disposal of excavated with in initial lead and lift as per specification and direction of engineer-in charge. |
| 310 | Excavation in soil item-B |
| 311 | Earthwork in excavation of cut-off trenches by the hydraulic excavator as per designed section in soft rock (Where blasting is not needed) (vide type of soil item -C) with disposal of soil beyond 1/2 km from centre of trench but upto 1 km with all lifts by tipper including construction and maintenance of haul road all complete as per specification & direction of E/I. |
| 312 | Supplying labours, tools,tackles lubricant etc for laying and jointing DI/ C.I.S/S Tyton pipes (class LA) trenchewithout supplying rubber gasket and making gasket joints including providing night guard,barrier and red light to safe guard against accident, all complete. (laying of pipes is to be done as per (I.S.S. 3114-1985) as per design, specification and direction of E/I. |
| 313 | DI K-9, Dia 300 mm. |
| 314 | 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) |
| 315 | 50 mm dia. (Single Ball PN - 1.6) |
| 316 | 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. |
| 317 | DI K-9, Dia 300 mm. (S.V. + N.R. Valve) |
| 318 | Earthwork inbackfilling the trenchesafter laying differenttypesandsizesof pipes withearthremoved duringexcavationwithininitial leadandliftasperspecification and directionof Engineer-in-Charge (for classificationof Soil itemA & B). |
| 319 | Supplying all materials, labours, tools and equipment and constructing brick masonry chamber of 1.50 M.x 1.20 M. x 1.50 M. inner size having 25 cm. 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. |
| 320 | 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 |
| 321 | A) Thrust Block |
| 322 | 150 mm to 300 mm dia. |
| 323 | 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) |
| 324 | 300 mm dia. |
| 325 | 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. |
| 326 | Dia 300 mm. |
| 327 | Clear Water Rising main. |
| 328 | 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: - The rates are for Jharkhand at Ranchi but exclusive of GST. (including @ 10% C.P.) |
| 329 | DI K-9, Dia 150 mm. |
| 330 | DI K-9, Dia 200 mm. |
| 331 | DI K-9, Dia 250 mm. |
| 332 | DI K-9, Dia 300 mm. |
| 333 | Supplying labours tools and tackles for testing of lead CI or UPVC or HDPE or AC or DI pressure pipe upto 60 m head of water all complete as per specification direction EI. |
| 334 | DI K-9, Dia 150 mm. |
| 335 | DI K-9, Dia 200 mm. |
| 336 | DI K-9, Dia 250 mm. |
| 337 | DI K-9, Dia 300 mm. |
| 338 | 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. |
| 339 | 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-1.6) (With E.D) |
| 340 | Sluice valve |
| 341 | Dia 150 mm. |
| 342 | Dia 200 mm. |
| 343 | Dia 250 mm. |
| 344 | Dia 300 mm. |
| 345 | Scour valve |
| 346 | Dia 150 mm. |
| 347 | Providing andsupplying air valves as per IS - 10845 -2000 and MJP"s standard specifications of approved make and quality of following diameters including alltaxes (central and local), railway freight, inspectioncharges, unloading from railway wagons, loadinginto truck, transportation transportati on upto departmentalstores/site unloading and stacking etc. complete. (Single Ball- PN -1.6) |
| 348 | 50 mm Air Valve |
| 349 | 32 mm Air Valve |
| 350 | 40 mm Air Valve |
| 351 | 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 pipes with disposal of excavated with in initial lead and lift as per specification and direction of engineer-in charge. |
| 352 | Excavation in soil item-B |
| 353 | Earthwork in excavation of cut-off trenches by the hydraulic excavator as per designed section in soft rock (Where blasting is not needed) (vide type of soil item -C) with disposal of soil beyond 1/2 km from centre of trench but upto 1 km with all lifts by tipper including construction and maintenance of haul road all complete as per specification & direction of E/I. |
| 354 | Supplying labours, tools,tackles lubricant etc for laying and jointing DI/ C.I.S/S Tyton pipes (class LA) trenchewithout supplying rubber gasket and making gasket joints including providing night guard,barrier and red light to safe guard against accident, all complete. (laying of pipes is to be done as per (I.S.S. 3114-1985) as per design, specification and direction of E/I. |
| 355 | DI K-9, Dia 150 mm. |
| 356 | DI K-9, Dia 200 mm. |
| 357 | DI K-9, Dia 250 mm. |
| 358 | DI K-9, Dia 300 mm. |
| 359 | 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) |
| 360 | 300 mm dia. N.R. Valve |
| 361 | 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. |
| 362 | DI K-9, Dia 150 mm. |
| 363 | DI K-9, Dia 200 mm. |
| 364 | DI K-9, Dia 250 mm. |
| 365 | DI K-9, Dia 300 mm. |
| 366 | 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. (Removable mechanism type Bulk water meter as per ISO 4064) |
| 367 | 300 mm dia. |
| 368 | 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) |
| 369 | 50 mm dia. (Single Ball PN - 1.6) |
| 370 | 32 mm dia. (Single Ball PN - 1.6) |
| 371 | 40 mm dia. (Single Ball PN - 1.6) |
| 372 | 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. |
| 373 | Sluice valve |
| 374 | Dia 150 mm. |
| 375 | Dia 200 mm. |
| 376 | Dia 250 mm. |
| 377 | Dia 300 mm. (S.V. + N.R. Valve) |
| 378 | Scour valve |
| 379 | Dia 150 mm. |
| 380 | Earthwork inbackfilling the trenchesafter laying differenttypesandsizesof pipes withearthremoved duringexcavationwithininitial leadandliftasperspecification and directionof Engineer-in-Charge (for classificationof Soil itemA & B). |
| 381 | Supplying all materials, labours, tools and equipment and constructing brick masonry chamber of 1.50 M.x 1.20 M. x 1.50 M. inner size having 25 cm. 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. |
| 382 | 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 25 cm. 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. |
| 383 | 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 |
| 384 | A) Thrust Block |
| 385 | (i) For 150 mm dia. |
| 386 | (ii) For 200 mm dia. |
| 387 | (iii) For 250 mm dia. |
| 388 | (iv) For 300 mm dia. |
| 389 | DISTRIBUTION NETWORK |
| 390 | 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 pipes with disposal of excavated with in initial lead and lift as per specification and direction of engineer-in charge. |
| 391 | Excavation in soil item-B |
| 392 | Earthwork in excavation of cut-off trenches by the hydraulic excavator as per designed section in soft rock (Where blasting is not needed) (vide type of soil item -C) with disposal of soil beyond 1/2 km from centre of trench but upto 1 km with all lifts by tipper including construction and maintenance of haul road all complete as per specification & direction of E/I. |
| 393 | Cutting the road as well as restoring the same as per specifications and as directed by Engineer incharge |
| 394 | Pucca Road (Except black top only taken out material to be used)40% |
| 395 | Waterbound Macadam road(taken out material will be used) for cutting as per requirement 30% of the restoring work |
| 396 | 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 |
| 397 | 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. |
| 398 | 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. |
| 399 | 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: - The rates are F.O.R. Jharkhand at Ranchi but excluding of GST. |
| 400 | DI K-7, Dia 100 mm. |
| 401 | DI K-7, Dia 150 mm. |
| 402 | DI K-7, Dia 200 mm. |
| 403 | DI K-7, Dia 250 mm. |
| 404 | Providing and supplying in standard lengths High Density polyethyene pipe (HDPE Pipe) confirming to IS-4984- 4894/ 14151/ 12786/13488, (Latest Revision with necessary jointing materials like mechanical connector i.e. thread/insert joint/quick release coupler joints/ compression fitting joint or flanged joints excluding coupler/specials and taxes). including transportion and freight charges, conveyance to site, stacking etc all complete excluding GST. Note :- The rates are FOR at worksite in Jharkhand including Royalty, Inspection Charges and other taxes but excluding GST & C.P. |
| 405 | HDPE, Dia 110 mm.PE 100, PN 10 |
| 406 | HDPE, Dia 90 mm.PE 100, PN 10 |
| 407 | 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. |
| 408 | For100 mm to 250 mm |
| 409 | Providing and supplying HDPE Pipe"s fittings & specials as per standard specification with all complete. |
| 410 | For90 mm to 110 mm HDPE Pipe |
| 411 | 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) |
| 412 | DI K-7, Dia 100 mm. |
| 413 | DI K-7, Dia 150 mm. |
| 414 | DI K-7, Dia 200 mm. |
| 415 | DI K-7, Dia 250 mm. |
| 416 | HDPE, Dia 110 mm.PE 100, PN 10 |
| 417 | HDPE, Dia 90 mm.PE 100, PN 10 |
| 418 | Supplying labours, tools and tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA)/D.I. trenches without rubber gasket (Rubber gasket making gasket joint including providing night guard, barrier and red light to safe guard againstaccident, 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. |
| 419 | DI K-7, Dia 100 mm. |
| 420 | DI K-7, Dia 150 mm. |
| 421 | DI K-7, Dia 200 mm. |
| 422 | DI K-7, Dia 250 mm. |
| 423 | HDPE, Dia 110 mm.PE 100, PN 10 |
| 424 | HDPE, Dia 90 mm.PE 100, PN 10 |
| 425 | Labour Charge for one cutting of cast iron/DI pipe & specials including supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I. |
| 426 | DI K-7, Dia 100 mm. |
| 427 | DI K-7, Dia 150 mm. |
| 428 | DI K-7, Dia 200 mm. |
| 429 | DI K-7, Dia 250 mm. |
| 430 | HDPE, Dia 110 mm.PE 100, PN 10 |
| 431 | HDPE, Dia 90 mm.PE 100, PN 10 |
| 432 | Supplying double flanged sluice valve confirming for IS 2906/14846 including warn gear arrange-ments as per test pressure stainless steel splindle / caps etc. complete. (Sluice and scour valve) (P.N.-1.0) |
| 433 | Sluice Valve |
| 434 | Dia 100 mm. |
| 435 | Dia 150 mm. |
| 436 | Dia 200 mm. |
| 437 | Dia 250 mm. |
| 438 | Scour Valve |
| 439 | Dia 100 mm. |
| 440 | 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. |
| 441 | Sluice Valve |
| 442 | Dia 100 mm. |
| 443 | Dia 150 mm. |
| 444 | Dia 200 mm. |
| 445 | Dia 250 mm. |
| 446 | Scour Valve |
| 447 | Dia 100 mm. |
| 448 | 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 25 cm. 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. |
| 449 | State Highway crossing |
| 450 | Manufacturing, providing and supplying spirally welded / ERW / SAW / fabricated M. S. pipes(Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible). |
| 451 | A) For 300 mm dia Rising Main DI pipe-450 mm dia (I.D.)10 mm thick (For Casing) (2 Nos.) (60 M Each) |
| 452 | IInstallation of product pipe by guided Auger boring method including making of entry and exit pits all related civil works like excavation,shoring /shuttering etc. shielded excavation through auger boring process lowering of pipe segments in the jacking pit laying & jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the E/I all complete except the cost of pipe average cover of1.5 m depth below GL. |
| 453 | Above 300 mm to 450 mm in Hard soil |
| 454 | Providing and applying primer first coat of intertol 49 W emaline 05/58 pipe coat or any other equivalent approved paint to the internal surface of pipe line at site. |
| 455 | A) For 450 mm dia (I.D.) 60 m x 3.142 x 0.45 x 2 surfaces |
| 456 | First Coat |
| 457 | Second Coat |
| 458 | Approch Road , 480 M Length |
| 459 | Construction of embankment with approved meterial obtained from borrow pits with a lift 1.5 M transporting to site spreading,grading to required slope and compacting to meet requirement of to tables 300.1 and 300.2 with a lead upto 1000 M as per technical specification 301.5. |
| 460 | (A) By mix in place method construction of granual sub base by providing well graded material, spreading in layer with mortar grade on prepared surface, mixing by mix in place method with rotavater at OMC, and compecting with smooth wheel roller to achiver the desired dencity, complete as per technical specification clouse 401, |
| 461 | Construction of un-reinforced dowel joints at expaction and construction joint only plain cement concrete pavement thickness as per design over a with shovels rakes compacted using prepared sub base with 43 grade cement or any other type as per clouse 1501.2.2 M-30 (grade) coarse not exceeding 25 mm mixed in concrete mixer of not less than 0.2 cum capacity and appropenate weigth bacher using approved mixed design laid in approved fixed side fromwork (steel channal laying and fixing of 125 micron thick polythene film wedges steel plates including leveling the fromwork as per drawing), spreading the concrete with shovels rankes compacted using needle seed and plate vibrators and finished in contaction and empanction contraction jointing appling debonding strips primer sealant dowel bars near approches to bridge/culvert and contraction joints admixtures as approved curring of concrete slabs for 14 days using curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clouse 1501. |
| 462 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weigth as per table-1300.1 no frament weighing less than 25 kg laid dry complete as per drawing and technical specification clouse 1301. |
| 463 | Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete. |
| 464 | Cement10KM lead |
| 465 | Sand36KM lead |
| 466 | Stone/Stone Chips11KM lead |
| 467 | Boulders11KM lead |
| 468 | Pump House - 2 No. (5.5 x 3.0 x 6.0 M Ht.) |
| 469 | E/W in excavation in foundation trenches in ordinary soil (vide classification of soil item - B) and disposal of excavated earth obtained to a distance upto 50 M including all lift leveling,ramming the foundation trenches removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I. |
| 470 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm 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/I. (Mode of measurement compacted volume). |
| 471 | 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 |
| 472 | Providing R.C.C. M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand zone III of F.M. 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all compelete as per building specification direction of Engineer-in-charge. |
| 473 | Centerring & Shuttering |
| 474 | Providing R.C.C. M-200 in nominal mix of (1:1.5:3) in foundation and plinth 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, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all compelete as per building specification direction of Engineer-in-charge. |
| 475 | Foundation & Plinth |
| 476 | Column |
| 477 | Centerring & Shuttering |
| 478 | Providing R.C.C. M-200 in band at plinth level 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 and royalty all complete as per building specification and direction of E/I. |
| 479 | Centerring & Shuttering |
| 480 | Providing R.C.C. M-200 with nominal mix of (1:1.5:3) in band at lintel level 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 and royalty all complete as per building specification and direction of E/I. |
| 481 | Centerring & Shuttering |
| 482 | Providing R.C.C. M-200 with nominal mix of (1:1.5:3) in beams of all types with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse of F.M. 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement), taxes and royalty all complete as per building specification and direction of E/I. |
| 483 | Centerring & Shuttering |
| 484 | Providing R.C.C. M-200 with nominal 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 of F.M. 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement), taxes and royalty all complete as per building specification and direction of E/I. |
| 485 | Centerring & Shuttering |
| 486 | Providing av. 63 mm thick R.C.C. M-200 with nominal mix of (1:1.5:3) chhajja 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 making drip course in concrete, screening, centering, shuttering and mixing cement concrete in mixer and placing in position, vibrating, striking, 6 mm cement plaster (1:4) in ceiling and sides of chhajja with sand of F.M. 1.5, curing (but exclud-ing the cost of reinforcement) taxes, and royalty all complete as per building specification & direction of E/I. |
| 487 | Centerring & Shuttering |
| 488 | Providing designation 75 A Brick work in C.M. (1:6) in foundation and plinth withapproved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royality all complete as per building specification and direction of E/I. |
| 489 | Providing 50 mm thick damp proof coarse with cement concrete M-200 with nominal mix of (1:1.5:3) 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 and mixing cement concrete in mixer with 5% cico or any other approved water proof-ing compound and placing in position, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 490 | Providing designation 75A brick work in C.M. (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, ranking out joints to 15mm depth curing, taxes & royalty all complete as per building specification & direction of E/I. |
| 491 | Supplying, fitting and fixing fully glazed steel doors, 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 of 15 x 10 x 10 cm size including cost of oxidized iron fittings, with hinges, handle per steps, catch springs, 3 mm thick plain glass panes with Aluminium 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 storeys and taxes all compelete as per building specification and direction of E/I. |
| 492 | Supplying MS Grill in window made of 20 x 6 mm MS flate or Bars etc. all complite as per direction of E/I. |
| 493 | Providing 6 mm cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I. |
| 494 | Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I. |
| 495 | Providing 12 mm cement plaster (1:3) with clean coarse sand of F.M. 1.5 with floating coat of neat cement in skirting including including roughing of juction with floor,curing taxes and royalty all complete as per building specification and direction of E/I. |
| 496 | Earth work in filling in foundation trenches and plinth in layers not exceeding 150 mm thick, well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direcrtion of E/I. (Earth obtainted from excavation of foundation) |
| 497 | Earth work in filling in foundation trenches and plinth in layers not exceeding 150 mm thick, well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direcrtion of E/I. (Mode of measurement compacted volume) |
| 498 | Providing 50 mm thick cement concrete flooring (1:2:4) with 20 mm to 6 mm size graded stone chips finished with floating coat of neat cement in panels, including cost of curing, finishing the surface smooth by rubbing with carborundum stone, taxes and royalty all complete as per building specification and direction of E/I. |
| 499 | Provide two coat of snowcem of approved shade & make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper scaffolding, curing & taxes all complete as per building specification & direction of E/I. |
| 500 | Providing primer coat of red lead paint of approved make over new steel surface including prepairing the surface after cleaning, removing rust, dirt scales, smokes, grease and cleaning the surface throughly including cost of scaffolding and taxes all complete as per building specification & direction of E/I. (Mode of measurment-Area shall be multiplied by the coefficient as indicated in building specification.) |
| 501 | Providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I. |
| 502 | Providing tor steed reinforcement of 10 mm, 12 mm and 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 perbuilding specification & direction of E/I. |
| 503 | Providing R.S. joist 250 x 125 mm size fitting and fixing in position including cutting to required shape and size, its carriage applying a primer coat of red lead paint etc. all complete job as per direction of E/I. (Below roof slab for base of V.T. Pump) |
| 504 | Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete . |
| 505 | Cement 10KM lead |
| 506 | Steel10KM lead |
| 507 | Sand 36KM lead |
| 508 | Bricks 06KM lead |
| 509 | Stone/Stone Chips11 KM lead |
| 510 | Coffer Dam |
| 511 | Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, fillingthe middle portion with B.C. soil (in gunny bags if required). Providing impervious/semimpervious materials on both side of B.C. soil(in gunny bags if required)including ramming, compacting to satisfaction of Engineer-in-charge, till the completion of work including dismantling coffer dam after completion of works and disposing offmaterial as directed by the Engineer-in-charge. |
| 512 | a) For Gangway |
| 513 | b) For Intake well |
| 514 | Dewatering the excavated trenches and pools of water in the building trenches/ pipeline trenches, well works byusing pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel etc. complete) |
| 515 | a) For Gangway |
| 516 | b) For Intake well |
| 517 | House Connection for 7490 nos. Consumer. |
| 518 | 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 A) |
| 519 | 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). |
| 520 | 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. |
| 521 | Centerring & Shuttering |
| 522 | 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) |
| 523 | 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. |
| 524 | 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. |
| 525 | 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. |
| 526 | 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 |
| 527 | 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). |
| 528 | 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 |
| 529 | 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. |
| 530 | 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. |
| 531 | Supplying and fixing G.I. fittings of Approved make all complete as per specification and Direction of E/I |
| 532 | Elbow 20 mm |
| 533 | Elbow 15 mm |
| 534 | Reducing Socket 20 mm |
| 535 | Nipple 20 mm |
| 536 | Nipple 15 mm |
| 537 | Union Socket 20 mm |
| 538 | Socket 15mm |
| 539 | Socket 20 mm |
| 540 | Carriage of materials |
| 541 | Operation & Maintenance for Five years |
| 542 | O/M work with Labour component & Materials for 1st Year |
| 543 | As per SBD Section - 5 Clouse 9.10 |
| 544 | O/M work with Labour component & Materials for 2nd Year |
| 545 | As per SBD Section - 5 Clouse 9.10 |
| 546 | O/M work with Labour component & Materials for 3rd Year |
| 547 | As per SBD Section - 5 Clouse 9.10 |
| 548 | O/M work with Labour component & Materials for 4th Year |
| 549 | As per SBD Section - 5 Clouse 9.10 |
| 550 | O/M work with Labour component & Materials for 5th Year |
| 551 | As per SBD Section - 5 Clouse 9.10 |
| 552 | Part-B) Bandu & Adjoining Villages Coverage Rural Water Supply Scheme |
| 553 | Elevated Service Reservoir |
| 554 | 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) |
| 555 | ESR |
| 556 | ESR Capacity 1,30,000 Litres, Staging height - 10 M |
| 557 | DISTRIBUTION MAIN |
| 558 | 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. |
| 559 | Excavation in Soil item - A |
| 560 | Excavation in Soil item - B |
| 561 | 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. |
| 562 | Excavation in Soil item - C |
| 563 | 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 |
| 564 | DI K-7, Dia 100 mm. |
| 565 | DI K-7, Dia 150 mm. |
| 566 | Supplying labour and tools for laying and jointing HDPE pipes in trenches and making butt welded joint, supplying heating mirror, jack etc. and providing night guard, barrier and red light to safe guard against accident, all complete as per specification and direction of E/I. |
| 567 | 90 mm dia. HDPE 6 Kg/Cm² |
| 568 | Supplying labours, tools and tackles for testing of laid CI pressure pipe upto 60 m head of water all complete as per specification and direction of E/I. (Water to be supplied free of cost departmently) |
| 569 | DI K-7, Dia 100 mm. |
| 570 | DI K-7, Dia 150 mm. |
| 571 | HDPE, Dia 90 mm. |
| 572 | 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. |
| 573 | DI K-7, Dia 100 mm. |
| 574 | DI K-7, Dia 150 mm. |
| 575 | HDPE, Dia 90 mm. |
| 576 | 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. |
| 577 | Sluice Valve |
| 578 | Dia 100 mm |
| 579 | Dia 150 mm |
| 580 | Scour Valve |
| 581 | Dia 100 mm |
| 582 | 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 25 cm. 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. |
| 583 | Cutting the road as well as restoring the same as per specifications and as directed by Engineer incharge |
| 584 | Pucca Road (Except black top only taken out material to be used)40% |
| 585 | Waterbound Macadam road(taken out material will be used) for cutting as per requirement 30% of the restoring work |
| 586 | 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 |
| 587 | 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. |
| 588 | 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. |
| 589 | 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. |
| 590 | DI K-7, Dia 100 mm |
| 591 | DI K-7, Dia 150 mm |
| 592 | Providing and supplyingin standard lengths High Density Polyethyene Pipe (HDPE pipe) confirming to IS 4984-4984/14151/12786/13488, (Latest Revision with necessary jointing materials like mechanical connector i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joints excluding coupler/ specials including transportat- ion and freight charges, inspection charges, loading unloading charges, conveyance to site, stacking etc all complete excluding GST Grade PE 100 -PN-10 ( dia in mm ) |
| 593 | 90 mm dia. HDPE 6 Kg/Cm² |
| 594 | Manufacture, Supply & delivery of HDPE fittings confirming to IS : 4984 -1985 including transportation, excise duty, sales tax and specials etc, complete. |
| 595 | 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. |
| 596 | 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) |
| 597 | Sluice Valve |
| 598 | Dia 100 mm |
| 599 | Dia 150 mm |
| 600 | Scour Valve |
| 601 | Dia 100 mm |
| 602 | Boundry Wall for 1 No. ESR. (116.40 M Long) |
| 603 | 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) |
| 604 | 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. |
| 605 | 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. |
| 606 | 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. |
| 607 | 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. |
| 608 | 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. |
| 609 | Centering & Shuttering |
| 610 | 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. |
| 611 | Centering & Shuttering |
| 612 | 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 |
| 613 | Centering & Shuttering |
| 614 | 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 |
| 615 | Centering & Shuttering |
| 616 | 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. |
| 617 | 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. |
| 618 | 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 |
| 619 | 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. |
| 620 | 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. |
| 621 | 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 . |
| 622 | Cement10KM lead |
| 623 | Steel 10KM lead |
| 624 | Sand 36KM lead |
| 625 | Stone/Stone Chips11KM lead |
| 626 | Bricks 06KM lead |
| 627 | Gate - 01 Nos. |
| 628 | 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. |
| 629 | 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. |
| 630 | 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. |
| 631 | 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. |
| 632 | 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. |
| 633 | Centering & Shuttering |
| 634 | 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. |
| 635 | Centering & Shuttering |
| 636 | 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 |
| 637 | Centering & Shuttering |
| 638 | 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. |
| 639 | 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. |
| 640 | 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. |
| 641 | Providing two coat of painting with ready mixed paint of approved shade and make over steel surface |
| 642 | 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 . |
| 643 | Cement10KM lead |
| 644 | Steel10KM lead |
| 645 | Sand36KM lead |
| 646 | Stone/Stone Chips11KM lead |
| 647 | Bricks06KM lead |
| 648 | House Connection for 797 Nos. Consumer. |
| 649 | 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) |
| 650 | 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). |
| 651 | 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. |
| 652 | Centering & Shutering |
| 653 | 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) |
| 654 | 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. |
| 655 | 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. |
| 656 | 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. |
| 657 | 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 |
| 658 | 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). |
| 659 | 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 |
| 660 | 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. |
| 661 | 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. |
| 662 | Supplying and fixing G.I. fittings of Approved make all complete as per specification and Direction of E/I |
| 663 | Elbow 20 mm |
| 664 | Elbow 15 mm |
| 665 | Reducing Socket 20 mm |
| 666 | Nipple 20 mm |
| 667 | Nipple 15 mm |
| 668 | Union Socket 20 mm |
| 669 | Socket 15mm |
| 670 | Socket 20 mm |
| 671 | Carriage of materials |
| 672 | Part - C) Dewaltand & Adjoining Villages Coverage Rural Water Supply Scheme |
| 673 | Elevated Service Reservoir |
| 674 | 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) |
| 675 | ESR |
| 676 | ESR Capacity 2,00,000 Litres, Staging height - 24 M |
| 677 | Distribution System |
| 678 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Providing all labour, materials, equipment to procure and laying of pipes for distribution main . |
| 679 | DI Pipe for water works with socket & 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 No gasket for each Pipe) |
| 680 | (i) 100 mm dia pipe |
| 681 | (ii) 150 mm dia pipe |
| 682 | (iii) 200 mm dia pipe |
| 683 | Providing and supplying High Density Polythene pipe (HDPE pipe ) of 20 to 225 mm outer dia and pressure 6kg per sqcm and 10 kg per sqcm suitable for water supply which is avaliable in all standards like ISI-4984,ISO-4427,DIN -8074 and various grades like PE-63,PE-80,PE-100 and newly invented PE 100+ materials rate are Ex-factory excluding transportation duties contractors profit and OHT.(B HDPE pipe of materials grade PE-100-PN 10 (dia in mm) |
| 684 | 90 mm dia |
| 685 | Providing and supplying ISI standard D.I specials & fitting with sealing rubber gasket of S.B.R complete with cast iron follower gland and M.S nut & bolts coated or otherwise protected from rusting and suitable for D.I pipes including ED, CST, all taxes, etc. complete as per I.S-9523 but excluding freight. |
| 686 | Earth work in excavation (As per IS. 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 disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in charge (Classification soil item B) |
| 687 | E/W in excavation of foundation trenches as per design section in soft rock or ordinary rock (where blasting is not needed) (vide classification of soil item-C with disposal of spoil (beyond 50M away from the toe of dam in country side) with initial lead of 150M and lift of 1.5M, including making the section in profile, dressing sides in proper slope and bed in proper grade etc. all complete as per specifictaion and direction of E/I. |
| 688 | Supplying labours, tools, tackles, lubricant etc. for laying and jointing D.I/C.I. S/S tyton pipes (class LA) trenches supplying rubber gasket conforming 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 pipe is to be done as per I.S.S 3114-1985 as per deisgn, specification and direction of E/I. (without Rubber gasket) |
| 689 | (i) 100 mm dia pipe |
| 690 | (ii) 150 mm dia pipe |
| 691 | (iii) 200 mm dia pipe |
| 692 | 90 mm HDPE |
| 693 | Supplyingtool cutting road as well restoring the same as per specification and direction of E/I |
| 694 | Pucca road (except black top only taken out materials to be used ) |
| 695 | Water Bound Macadam Road (taken out materials to be used ) for cutting road as per requirement. |
| 696 | Dismentaling plain cement or lime concrete work including stacking servicable materials in countable stacks within 15 meter lead and sisposal of unservicable materials with all leads all complete as per direction of E/I. |
| 697 | Providing PCC M-150 in nominal mix of (1:2:4) in Road with approved quality of stones chips 20 mm - 6mm size graded and clean coarse sand FM 2.5 to 3.0 including screening shuttering mixing cmenet concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I. |
| 698 | Labour charge for one cutting of cast iron pipe and specials including supplying necessary tools and plants, chipping of filling the surface finish as per specification and direction of E/I. |
| 699 | 100mm |
| 700 | 150mm |
| 701 | 200mm |
| 702 | 90 mm HDPE |
| 703 | Providing Double Flanged Sluice valveconfirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. all complete (PN -1 without bypass arrangement) |
| 704 | 100 mm dia |
| 705 | 150 mm dia |
| 706 | 200 mm dia |
| 707 | 100 mm dia Scour Valve |
| 708 | Supplyng labour and tools for fixing C.I sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged koints as per I.S specification , including supplying all jointing materials (Pig lead confirming to ISS 782-1978, yarn confirming to IS.S 6587-1972 and nuts and volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I. |
| 709 | Sluice valve |
| 710 | 100mm |
| 711 | 150mm |
| 712 | 200mm |
| 713 | 100 mm dia Scour Valve |
| 714 | Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge (For classification for soil item-A & B ) |
| 715 | Construction of B.W. masonary valve chamber of size 1.20 m x 0.90 m x 1.50 m (Sluice valve + Air valve ) and detailed attched |
| 716 | supplying tools and tackles for testing of laid C.I or UPVC or HDPE or AC or DI pressure pipe up to 60 mm meter head of water all complete as per specification and direction of engeneer- in- charge. |
| 717 | 100 mm dia pipe |
| 718 | 150 mm |
| 719 | 200 mm |
| 720 | 90 mm HDPE |
| 721 | BOUNDARY/ COMPOUND WALL (Boundary wall =116.4 M) |
| 722 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job. |
| 723 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item B) and disposal of excavated earth so obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty. |
| 724 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 15mm 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/I.(Mode of measurement compacted volume). |
| 725 | Providing designation of 75A 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. |
| 726 | Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade - III ( 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.Qnty in Foundation: |
| 727 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade - III ( 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.Qnty in Foundation: |
| 728 | Centering and shuttering |
| 729 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) inStiffners with approved quality of stone chips 20 mm to 6mm size graded and clean course sand of F.M 2.5 to 3 Excluding screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I. |
| 730 | Qnty |
| 731 | Centering and Shuttering |
| 732 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3)at plinth level with approved metal graded-III (20 mm to 6mm size)quality of stone 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I. |
| 733 | Centering and Shuttering |
| 734 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) inband at lintel level with approved metal graded-III ( 20 mm to 6mm size ) quality of stone 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I. |
| 735 | Centering and shuttering |
| 736 | 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. |
| 737 | Qnty. Wall |
| 738 | 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. |
| 739 | Qnty.Wall |
| 740 | providing two coats of snow cerm 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 building specification & direction of E/I. . |
| 741 | 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 |
| 742 | Qty |
| 743 | filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with lead of 50m and lift of 1.5 M all complete as per building specification & direction of E/I |
| 744 | Carriage of construction materials to work site including loading, unloading & stacking etc. all complete. |
| 745 | Cement10KM lead |
| 746 | Steel10KM lead |
| 747 | Sand36KM lead |
| 748 | Bricks6KM lead |
| 749 | Stone/Stone Chips11KM lead |
| 750 | Cost of Gate (1no) |
| 751 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item B) and disposal of excavated earth so obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty. |
| 752 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 15mm 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/I.(Mode of measurement compacted volume). |
| 753 | Providing designation of 75Abrick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I. |
| 754 | Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved metal grade - III ( 50mm to 25mm size) quality of stone 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.Qnty in Foundation: |
| 755 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approvedmetal grade - III ( 20mm to 6mm size) quality of stone 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. |
| 756 | Centering and shuttering |
| 757 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Column with approved metal grade - III ( 20mm to 6mm size) quality of stone 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. |
| 758 | Centering and shuttering |
| 759 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Band at Plinth level with approved metal grade - III ( 20mm to 6mm size) quality of stone clean course sand of F.M 2.5 to 3 excluding 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. |
| 760 | Centering and Shuttering |
| 761 | 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 |
| 762 | filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with lead of 50m and lift of 1.5 M all complete as per building specification & direction of E/I |
| 763 | Supplying fitting & Fixing M.S grill gate with M.S grills made 20x6mm M.S flat or 16mm M.S square bars fitted 25x25x6mm M.S angle farme 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 direction of E/I. |
| 764 | Qnty. |
| 765 | Providing two coats of painting with ready mixed paint of approved shade and make over steel surface |
| 766 | Carriage of construction materials to work site including loading, unloading & stacking etc. all complete. |
| 767 | Cement10KM lead |
| 768 | Steel10KM lead |
| 769 | Sand36KM lead |
| 770 | Bricks6KM lead |
| 771 | Stone/Stone Chips11KM lead |
| 772 | House Connection -1652 No. of House + 26 No. of school and Anganwadi =1678 |
| 773 | Earth work in excavation in foundation trenches in hard soil vide classification item-A and disposal of excavated earth as obtained to a dist.upto 50m including all lifts,levelling,ramming the foundation trenches,removing roots of trees,shrubs all complete as per approved design,building specification and direction of E/I. |
| 774 | 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.royality and taxes all complete as per building specification and direction 0f E/I.(mde of measurement compacted volume) |
| 775 | Providing a PCC M-150 in nominal mix of(1:2:4)in foundation with approved quality of stone chips 20mm to including screening,shutteing,mixing cement concrete in mixer and placing a position,vibrating,striking,curing,taxes and loyality complete all as per building specification and direction of E/I |
| 776 | centering & shuttering (below GL ) |
| 777 | Earth work in backfilling the trenches after laying different types and size of pipes with earth removed during exacavation within initials leads and lifts as per building specification and direction of E/I |
| 778 | Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5with 1.5 mm thick ceme punning over it including screenig,curing,wit all leads and lifts of as per building specification and direction of E/I. |
| 779 | Providing and supplying Blue MDPE pipes confirming to ISO 4427:1996 manufactured from vrgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies lke WRC/CIPET(india)/DVM/KWA/SPGN etc for usage in drinking water with quality system. This cost shall include testing of all materials all taxes central, state, municipal, inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed. PN16(SDR-9) with ED (20mm) |
| 780 | providing and supplying G.I. Pipes (tata and equivalent make) for usage in drinking water with quality system. The cost shall include testing of al materials all taxes central state, municipal, inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed.(15 mm) |
| 781 | Lowering laying and JointingHDPE/MDPE pipes in proper position including all specials by compression fitting/electrofusion and but fusion jointing procedure including hydroulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion C30machine, electric mirror/ heater / but fusion welding machine with hydraulic jack, top loading clamp etc. pump and accessories fro hydraulic testing and all labours as direted by E/I as per IS-7634 part-2 (20mm) |
| 782 | Supplying labours and tools fro fixing G.I. Pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, celling and floor including supplying and fittings 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/I. |
| 783 | Supplying and fixing of 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(3mm dia ferrule weight not less than 425 gm) |
| 784 | Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I (20mm dia weight not less than 40 Gm) |
| 785 | Providing and fixing of male ended C.I. Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I(15 mm dia and weight not less than 400gm) |
| 786 | Supplying and fixing G.I. Fitting of approved make all complete as per specification and direction of E/I |
| 787 | 20mm dia Elbow |
| 788 | 15mm dia Elbow |
| 789 | 20mm dia reducing socket |
| 790 | 20 mm dia nipple |
| 791 | 15 mm dia nipple |
| 792 | 20mm dia union socket |
| 793 | 15mm dia socket |
| 794 | 20mm dia socket |
| 795 | Carriages of materials |
| 796 | (b) Sand -36 KM lead |
| 797 | (c) Stone chips -11 KM lead |
| 798 | (d) Cement- 10 KM lead |
| 799 | GST @ 18 % |
| 800 | Labour Cess @ 1% |
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