Public Health Engineering Department-PHED has published Tender For Execution Testing Commissioning Of Intake Well ,3 Wtps, 3Cwrs, Raw Water Rising Main Including 10 Years O N M Under Nonera Water Supply Project Under Jjm Dist.Kota And Bundi Package-1. Submission Date for this Tender is 31-05-2024. Water Supply Project Tenders in kota Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 08-Apr-2024 | Corrigendum 1 | Date | 14-05-2024 |
| 2 | 27-Apr-2024 | Corrigendum 2 | Technical Bid | 14-05-2024 |
| 3 | 04-May-2024 | Addendum 1 | Technical Bid | 14-05-2024 |
| 4 | 08-May-2024 | Corrigendum 3 | Technical Bid | 14-05-2024 |
| 5 | 13-May-2024 | Corrigendum 4 | Date | 24-05-2024 |
| 6 | 14-May-2024 | Corrigendum 6 | Date | 31-05-2024 |
| 7 | 14-May-2024 | Corrigendum 5 | Technical Bid | 31-05-2024 |
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.: All kinds of soil |
| 2 | Add extra for trenches for every additional lift over item no 4.1 |
| 3 | Above 1.5 mtr and up to 3.0 mtr. |
| 4 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: |
| 5 | Ordinary rock |
| 6 | Hard rock(blasting prohibited) |
| 7 | Add extra for trenches for every additional lift over item no 4.3 |
| 8 | Above 1.5 mtr and up to 3.0 mtr. |
| 9 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
| 10 | 600 mm |
| 11 | 700 mm |
| 12 | Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.), field joints,satisfactory hydraulic testing, disinfection, commissioning etc. completeas per technical specifications anddirection of Engineer-in-charge; (excluding earthwork, internal lining and outer coating). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
| 13 | Dia of Pipe: 600.00 mm (I.D) |
| 14 | Thickness of Pipe |
| 15 | 5.0 mm |
| 16 | Dia of Pipe: 700.00 mm (I.D) |
| 17 | Thickness of Pipe |
| 18 | 5.0 mm |
| 19 | Dia of Pipe: 900.00 mm (I.D) |
| 20 | Thickness of Pipe |
| 21 | 5.0 mm |
| 22 | 10.0 mm |
| 23 | Dia of Pipe: 1300.00 mm (I.D) |
| 24 | Thickness of Pipe |
| 25 | 7.0 mm |
| 26 | Providing and applying following Coating to the External surface of MS pipes, including preparation of surface by cleaning as per ISO 8502-3/ SSPC-SP10/ NACE No.2 near white blast cleaning and abrasive blasting to a finish to SA 2.5 as per ISO: 8501-1 and surface profile / anchor profile of 50-75 / 75-100 microns as per ISO: 8503-2, including field joint coating at site complete as per Technical specifications and direction of Engineer –in-charge: 3 LPE (3 Layer Polyethylene) / DFBE (Dual Layer Fusion Bonded Epoxy)/ PU(Polyurethane)/ Polyolefin Tape coating . |
| 27 | Providing and applying 100% Solids,Rigid, DTM Polyurethane Coating to internal surface of M.S. Pipe as per AWWA C222 standard including preparation of internal surface of pipe by cleaning and abrasive blasting including field joints coating at site complete as per technical specification and direction of Engineer in Incharge. Polyurethane Coating shall be NSF/WARS/SS-375 approved for drinking water. |
| 28 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. |
| 29 | MS pipe specials above 600mm dia(with minimum 6.3mm thickness sheet) |
| 30 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valveof approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedupto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1.HP Orifice-HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 31 | Class PN 1.0 |
| 32 | 100 mm |
| 33 | 150 mm |
| 34 | 200 mm |
| 35 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, combination Air Release Valve Kinetic type with single chamber housed Double orifice and have 3 functions, large Air exhaust, small Air venting and large air intake during vacuum of pipeline of approved makes of following pressure rating and dia and as per following specifications:Governing standard - AWWA C512 ,Body and bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865,Float & internal trim: AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBRDrilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside Fastners - CS/ Galvenised steel ,Outlet of big orifice will have a screen to prevent Tamper of float, Big orifice size should be equal or larger than the inlet flange bore, for fully comply with AWWA C512.), Valve including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 36 | 200 mm dia |
| 37 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 38 | Manually Operated CI Sluice valve of Class PN-1.0 ( Sectional Valve of Air Valve) |
| 39 | 100 mm HW |
| 40 | 150 mm HW |
| 41 | 200 mm HW |
| 42 | 250 mm HW |
| 43 | 300 mm HW |
| 44 | Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR "O "ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvenised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 45 | Class PN 1.6, Manually Operated with Gear |
| 46 | 1200 mm dia with gear |
| 47 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proofKinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(ammended up to date) Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside fastners - CS/ Galvenised steel, Outlet of big orifice will have a screen to prevent Tamper of float,with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amendedupto date) PN 1.6 ratings Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 48 | Class PN 1.6 |
| 49 | 200 mm dia |
| 50 | Providing, lowering, laying, aligning, fixing inposition CI D/F short body pattern type butterfly valves having body, disc and end cover in graded cast irongenerally conforming to (IS13095/1991amendedupto date), synthetic rubber faced ring secured on disc by retaining ring with SS steel screw stub shaft of SS riding in teflon bearing including C.C. foundation/ structural steel support, material,labour,testingalongwith pipe line andcommissioning asperTechnical Specifications andasper direction of Engineer in charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work |
| 51 | Manually Operated Butterfly Valve PN-1.0For Junction/ sectional Valves |
| 52 | 600 mm dia (With Gear Operated) |
| 53 | 700 mm dia (With Gear Operated) |
| 54 | 900 mm dia (With Gear Operated) |
| 55 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 |
| 56 | 400 mm dia |
| 57 | 500 mm dia |
| 58 | 600 mm dia. |
| 59 | Providing, lowering, laying, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel)as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. |
| 60 | 600mm dia |
| 61 | 900 mm dia. |
| 62 | 1000 mm dia. |
| 63 | Providing, lowering,aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel)as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning and as per technical specifications and direction of Engineer In-Charge. |
| 64 | 1200 mm |
| 65 | AIR VALVE PILLAR -Construction ofRCC Air valve pillar of following size including required earth work (PCC 1:4:8)circular pillar of M-20 cement concreteof suitable size as per GAD including providing fixing of GI pipe with flang and required fitting for air valve complete as per specification and scope of work. ( Item based on PWD BSR Kota 2019) |
| 66 | Air valve piller 100 mm |
| 67 | Air valve piller 150 mm |
| 68 | Air valve piller 200 mm |
| 69 | VALVE CHAMBER- Construction ofRCC Valve Chamberof following size including required earth work (PCC M-10, 10 CM th. ) RCC vertical wallsin M-20grade cement concreteof suitable size as per GAD including providing fixing ofReinforced Ferro cement Drain cover designed for class "AA" loading complete as per specification and scope of work. |
| 70 | Valve Chamber size1.50X1.80 Valve size up to 350mm to 450 mm |
| 71 | Valve Chamber size1.80X2.10 Valve size up to 500mm to 600 mm |
| 72 | Valve Chamber size2.40X2.10 Valve size up to 700mm to 900 mm |
| 73 | Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. |
| 74 | Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. |
| 75 | Bituminous courses |
| 76 | Granular courses |
| 77 | Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. |
| 78 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work. |
| 79 | M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 80 | Repair of Bituminous Roadusing GSB 15 cm thick, WBM 15 cm thick in two layers , 20 mm thick bitumin carpet and sand seal coat Complete as per specification and scope of work. ( based on Kota 2019 PWD BSR Road 2019 |
| 81 | Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. |
| 82 | M20 grade Nominal Mix |
| 83 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. |
| 84 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor Three level. |
| 85 | Hot rolled deformed bars (IS : 1139). |
| 86 | Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 87 | Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m. |
| 88 | Supply, Testing & Commissioning of Low Life Cycle Cost Vertical Turbine pump motor set of specified duty parameters & guaranteed efficiency, with specified capacityTEFC squirrel cage induction motor, working on three phase AC supply with 50 Hz ± 3%, 6.6 KVA ± 10%,along with column and bowl assembly, discharge head, base channel/RSJ etc. complete as per relevant IS. M.O.C.: Impeller & Sealing Rings, Bowl & Suction Bell, Shaft with coupling, Column Pipe: M.S. ERW, Mechanical Seal (above 30 kW), Base Plate: MS, Line Bearing: Thordon type, Suction Strainer: S.S. as detailed in the specifications in relevant clauses in tender document. |
| 89 | VT Pump 750 KW at In take well |
| 90 | Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR "O "ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvenised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 91 | Class PN 1.6, Manually Operated with Gear |
| 92 | 400 mm dia |
| 93 | 500 mm dia |
| 94 | 600 mm dia |
| 95 | 1000 mm dia. |
| 96 | Class PN 1.6, Motorised Operated |
| 97 | 1000 mm dia. |
| 98 | Providing, installation, testing and commissioning of following Stain less steel AISI 304 Expansion bellows of 10/16 bar rating with tie rods as per technical specifications and layout drawings including jointing material like nuts, bolts, rubber gaskets etc. complete in all respect as per technical specification and as per direction of Engineer. |
| 99 | 1000 mm dia. |
| 100 | SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) ,Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304,Electrode : SS AISI 316L /Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart,Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parametersand totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection with existing pipeline including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work. |
| 101 | EFM 600 mm |
| 102 | Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. |
| 103 | Design, construction, execution, testing and commissioning ofRapid Gravity filterTreatment Plant including all relevant civil, electrical , mechanical ,instrumentation, utomization and SCADA works and Stores along with ancillary civil works as defined in scope of work for the following sizes . |
| 104 | From 10-50 MLD |
| 105 | At WTPNotara |
| 106 | At WTP Kolana |
| 107 | From 50-150 MLD |
| 108 | AtWTP Kapren |
| 109 | Construction of RCC (Flat slab type)Circular Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase in side and out side. c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill. |
| 110 | d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall. e) Successful hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the roof Slab. g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type). i) Providing and fixing MS ladder from ground to top slab.j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide. k) Providing and fixing of 150mm wide water bar for the construction joints in the container. l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir. m)Construction of inlet chamber, and valve chambers including sluice gate of sluice valve from inlet chamber to main CWR n) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 111 | Rates for RCC Partially Underground type clear water reservoir SBC10 T/sqm, SEISMIC ZONE-2,3 & 4 |
| 112 | Kapren- 6900 KL |
| 113 | Kolana- 3800 KL |
| 114 | Notara 5400 KL |
| 115 | Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.(Note - The rate for DI double flanged pipe shall be reduced 5% if used other tahn OHSR pipe) |
| 116 | 400 mm |
| 117 | 500 mm |
| 118 | 600 mm |
| 119 | Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below: 1. Depth of foundation- 900 mm. 2. PCC in M-10, width -900 mm and thickness 100 mm, 3. Stone masonary in CM: 1:6 section of foundation above PCC,600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D)4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm. 5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6. 6. Expansion joint shall be on every 30 mtr. 7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided. 8. Pillar for main gate 350x350 mm in size is part of boundary wall. 9. Cement paint of approved colour in 3 coat shall be done. |
| 120 | WTP -Kapren |
| 121 | WTP- Notara |
| 122 | WTP - Kolana |
| 123 | Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. |
| 124 | WTP -Kapren |
| 125 | WTP- Notara |
| 126 | WTP - Kolana |
| 127 | Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer. Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification. |
| 128 | 700 mm Dia 10 mm thick casing pipe . |
| 129 | Banking excavated earth in layers not exceeding 20cm. in depth breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers, and rolling every 3rd and top- most layer with power roller of 8-10 tonne capacity and dressing up in embankments for roads, flood banks marginal banks, and guide banks etc. lead up to 50 Mtr. and lift up to 1.5 Mtr. All kinds of soils,Leadupto2 KM for Earth. |
| 130 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed: All kinds of soil |
| 131 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. |
| 132 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 133 | M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size). |
| 134 | Centring and shuttering upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. |
| 135 | Cutting of construction joint/ longitudinal joint 4 to 6 mm. wideusing mechanical concrete cutter including cost of diamond bit cutting wheel and filling of bitumen sealingcompound in groove including cost of sealing compound. |
| 136 | Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centering, shuttering and reinforcement including curing, compaction, finishing with rendering in cement sand mortar 1 : 3 (1 cement : 3 coarse sand) and making good the joints and Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge. M-20 grade reinforced cement concrete. All wiork up to plinth level. |
| 137 | Providing M-25 grade concrete instead ofM-20 grade design mix. |
| 138 | Design,manufacture,supply,installation,testingand commissioning of indoor type PLC panel of size approx. 1100 mm X 800 mm X 2100mm (LBH) , fabricated out of min.2mmthickCRCAsheetcompletewithOperatorStation(PC)including,necessaryprogramming softwareforPLC&SCADAandcomprisingofall required accessories not limited to the following: ProgrammableLogicController(PLC)withDual redundantCPU,PowersupplymoduleforIO&Processorrack(StandardDC),Backup Interface/ExpansionModule(BCM/BEM),Rack (Backplane) 10 slots for IO and ProcessorDI – 144 num DO – 88 num AI – 16 num AO – 8 num Ethernet switch – 2 num , MCB 10A DP – 1 num , MCB4ADP – 2 num , MCBSP2A – 8 num , MCB 1A DP – 15 num 24 VDC Power Supply 10A – 1 num , Push Buttons – 20 num , Selector Switch – 10 num , Control Relays – 100 num Annunciatorwith24WindowsNOtoNCType , MicroprocessorBased,WindowSize75*42mm, 110VAC, with Electronic Hooter , Control Transformer- 1 num , Emergency PB – 1 num Panel Cooling Fan – 1 num , Panel Light with Door Switch – 1 num , Control Indication Lamp – 20 num, Wiring + TB etc – 1 lot Hardware – 1 lot , HMI – 1 num OperatorStationincluding,Corei5processor,8GB DDR-3RAM,500GBHDD,DVDRWDrive,RS-232/485Ports,1ParallelPort,4nos.USBPort,2x EthernetCards,Keyboard,opticalmouse,32""monitor, Latest windows professional ver., etc. ProgrammingandtroubleshootingsoftwareforHMI– OWS – 1 lot Colour Printer A4, Lasejet – 1 num |
| 139 | Quad-bandGSM/GPRSmodemwithEthernetbridge/ router/ serial server (RS232/485) interface. |
| 140 | Providing,installation,testingandcommissioningof UPS, 3Phase 415 V, 50 Hzwith 60 min back up Ni+Cd battery bank. |
| 141 | 3KVA |
| 142 | SITCof55""FlatScreenHDLEDTVwithremotecontrolandwall mountunit/floorstandcompletewithmakingconnectionsetc.as required Sony/ Samsung/Panasonic) |
| 143 | SITCofIntelligentEthernetSwitchesproviding24x10/100Fast Ethernetports-and2dualpurposeuplink(provisionforCopper/ FiberGigaconnectivity)with LAN based Software.TheLANbased S/Wsupportsenhancedintegratedsecurity,includingNetwork AdmissionControl(NAC),advancedqualityofservice(QoS), availabilityandscalablemanagementtoenablenewcoverged applications |
| 144 | ProvidingandlayingStranded/FlexibleAnnealedBare copperconductor,XLPE/PVCinsulatedsuitablylaidup togetheroverallpolyestertapedAl(innersheetedGI Steel wire Mylar/Drain wire) along with ATC drain wire , round/steelarmouredoverallPVCsheathed(ST-1) overallscreenedCorearmouredinstrumentation Cables generally confirming to PAS 5308- Part-2-2009. |
| 145 | 1 SQMM, 24 Core |
| 146 | ProvidingandlayingStranded/FlexibleAnnealedBare copperconductor,XLPE/PVCinsulatedsuitablylaidup together overall polyester taped Al (Mylar tape wrapped) along with ATC Drain wireoverall PVC sheathed (ST-1) overall screenedPair armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009. |
| 147 | 1 SQMM, 1 Pair |
| 148 | ProvidingandlayingXLPE/PVCinsulated&PVC sheathed armoured control cables of 1.1KV gradewith copper conductor as per IS 1255 including excavation of 30CmX75Cmsizetrench25Cmthickunderlayerof sandandsecondclassbrickscovering,backfilling& compaction. |
| 149 | 4C x 2.5 sq.mm |
| 150 | 4C x 1.5 sq.mm |
| 151 | 33KV HT Panel (drowout type) |
| 152 | Supply,Installation,TestingandCommissiongofindoortypefloor mountedmetalclad,33KVIncomerVCBpanelupto630A equippedwithfollowingswitchgearsandaccessoriesdesigned& testedasperlateststandardi.e.IEC62271-200,suitableforSTC 31.5KA/3andIACA-FLRfor31.5kA/1sec.MakeofHTPanel, Vaccum Interrupter and VCB should be of same make. 33KV/110VoltsPTClass0.5accuracyand100VAburdenwith1No. Voltmeter (0-36 KV), analog type, selector switch for voltmeter andprotectionfuses/MCBforHTmeteringupto36KVonincomer, Ammeter,analogtype,selectorswitchesforammeters, MicroprocessorbasednumericalrelaywithO/L,E/FandS/C protection,Setofdualcoredualratio3CTsofsuitableratiowith secondary1A,15 VAburden and accuracy Class – 0.5 for metering and class 5P10 for protection, Multifunction Meter. |
| 153 | Supply,Installation,TestingandCommissiongofindoortypefloor mountedmetalclad,33KVBusCouplerVCBpanelupto630A equippedwithfollowingswitchgearsandaccessoriesdesigned& testedasperlateststandardi.e.IEC62271-200,suitableforSTC 31.5KA/3 and Internal Arc test A-FLR for full short circuit current for 1sec.duration.MakeofHTPanel,VaccumIntrrupterandVCB should be of same Make. Bus Coupler 1 No 630 Amp. VCB |
| 154 | Supply,Installation,TestingandCommissiongofindoortypefloor mountedmetalclad,33KVoutgoingVCBpanelupto630A equippedwithfollowingswitchgearsandaccessoriesdesigned& testedasperlateststandardi.e.IEC62271-200,suitableforSTC 31.5KA/3andIACA-FLRfor31.5kA/1sec.MakeofHTPanel, Vaccum Interrupter and VCB should be of same make. 3KV/110VoltsPTClass0.5accuracyand100VAburdenwith1No. Voltmeter (0-36 KV), analog type, selector switch for voltmeter andprotectionfuses/MCBforHTmeteringupto36KV,Ammeter, analog type, selector switches forammeters, Microprocessor based numericalrelaywithO/L,E/FandS/Cprotection,Setofdualcore dualratio3CTsofsuitablerationwithsec1of15VAburdenand accuracyClass–0.5formeteringandclass5P10forprotection, Multifunction Meter |
| 155 | 6.6 KV HT Switchgear Panel (8 Board Panel) ,630A Rated Current,Indoor type with (2 nos draw out type VCB for Incoming Supply from 33KV/3.3KV Power Transformers, 1 no Bus Coupler and3 nos Draw out type VCB for Outgoings HT Motors, 2 nos BUS PT feeders). The cubicle panel shall be vermin proof and dust-tight and shall be of compartmentalized type construction, powder coated, Paint Shade – Grey RAL 7032, gasket material- neoprene, AC/DC/CT wiring – 1.5/2.5sqmm PVC insulated Copper flexible wire, Heat shrinkable Colour coded PVC bus bar sleeves, cable entry Incoming – bottom and outgoing – side / back/Top as per requirement. The switchgear and control gears complete with all necessary supporting framework, nuts and bolts, Aluminum Bus Bar ect for securing the same to the floor conforming to IEC62271/100-200 with ingress protection as IP-4X. The Indoor HT Switchgear panel switches gear (vacuum circuit breakers, CTs, PTs etc.) and control gear (Microprocessor based numerical protection relays with RS 485 port , auxiliary contacts, Annunciator window, Space heater , digitalA & V meters with Selector Switch, Indications, Hooter, plug socket etc.) shall be mounted on the same panel. The works include with as principal parameters as under: - no of Poles/Phases- 3, Rated Voltage - 3.6 KV, Rated frequency- 50 Hz, Rated normal current of bus bars under design ambient temperature of 500C and material of bus bar -(*) Electrolytic grade E91E Aluminum - suitable for 100% load including future loads, Rated short-time withstand current and time – 16KA (rms) for 3 sec, Dynamic rating – 26.3KA (Peak),Rated current inside the cubicle under design ambient temperature at 50°C– 630A, Circuit Breaker type – Vacuum type, Rated short time making current – 16KA (peak), Rated operating sequence - O–3 Min–CO-3 Min-CO, min auxiliary contacts 6 NO + 6 NC after internal use by manufacturer, Type of operating mechanism – normal (Spring charging for closing and tripping),in – Emergency (Manual and Spring charged for closing and tripping), Auxiliary control voltage - Closing coil / Tripping coil 110VDC, Spring charging motor – 110VDC, - Space heater and lighting- 230VAC, Earth Switch required, Protection Relay – microprocessor based numerical relay 3O/C +E/F Relay, Master Trip Relay, 3 Element Aux. Relay, Under Voltage Relay, Restricted Earth fault relay ect. All protection relay shall have RS 485 communication with smart & intelligent tripping facility. Metal enclosed compartmentalized and extendable type design for future shall be applicable. Complete as per technical specifications and as directed by Engineer in charge. |
| 156 | 6.6 KV HT FMCA Digital Soft Starter Panel with reactor for min 900 KW HT VT Motor ,--Inddor Type, Metal enclosed compartmentalized, Short Circuit withstand & duration (Sec.) - 9kA for 1Sec, Rated 3.3 KV ±10%, 50Hz ±5%, 3Ph,IP 4X, Control & Protection Sypply - 110VDC, 10KV for 1min power frequency, 2 Pole Vacuum Contactor 400A, Bus Bar - Copper, FMCA Coils type - Air Core as per IEC 60076-6,Insulation - Class F, Temp. rise limited to class B. Coil material - Copper conductor is wound on Fiberglass bobbin, No of Tappings - 5 nos. |
| 157 | 6.6 KV/ min 460 KVARHT APFC Panel for 900KW HT Motor ,- 6.6 KV ±10%, 50Hz ±5%, 3Ph,IP 4X,Control & Protection Sypply - 110VDC, Connection - Line side ( Shunt Connection) , Air Cooled, Bus Bar 400A Copper, Metal enclosed compartmentalized. |
| 158 | SITC of battery bank of min 150 AH capacity comprising SMF/VRLA batteries , MS / Teakwood battery stand , interconnect wiring etc as required complete in all respect of rating: |
| 159 | 110VDC |
| 160 | SITCofFCBC ( Floatcumboostcharger)suitable for415V +/-10%,50 Hz , 1-? / 3 -? Input &24/ 48/110 VDC OutputNatural Cooled, freestandinginSheetSteelenclosure,SCRcontrolled,regulation +/-1% , Efficiency > 75% on FLAC/ DC Instruments, Selector Switch ,BuiltinDCDistributionBoard(6NoMCB),indication,controlasrequired of following rating: |
| 161 | 25 A + 25 A |
| 162 | 33/6.6 KV Power Transformers 5 MVA, 3 Phase, 50Hz, Outdoor type, ONAN cooled, Copper Wound, Core type with losses as per latest IS standard without (-) tolerance, Oil immersed winding with vector group DYN 11, HT Delta connected & MV Star connected, OLTC, 8 Step – 9 Positions, Tape range -5% to +5%, % Variation @2.5%, temperaturerise in oil/winding 50/55 deg.C, Tolerance as per IS 2026, Transformer Oil as per IS 335, Bushing as per IS 3337 and IS 2009, The marshalling box shall be tank mounted, weather proof, vermin proof, dust proof, sheet steel (2 mm thick), enclosed and with hinged door having padlock. Door and gland plate shall be fitted with neoprene gaskets. Bottom shall be at least 600 mm from grade level. Top surface shall be sloped. The degree of protection shall be IP5X. Contacts / terminals of electrical devices / relays, etc. mounted on the transformer shall be wired to the marshalling box. Interconnecting wires between the marshalling box and the accessories / devices shall be either PVC insulated wires in GI conduits or PVC insulated, armored cables together with provision of double compression type, brass cable glands at the marshalling box.All contacts for alarm, trip and indication circuits shall each be electrically free, designed for the auxiliary DC supply of 110 V and brought out to separate terminals in the marshalling box. Terminals shall be rated for 10 A. Disconnecting / shorting type terminal block shall be used for CT circuits. In case of main transformers, provision for remote annunciation shall be provided with two changeover contacts for alarm condition and two changeover contacts for trip condition for each of the following conditions including but not limited as per requirement with standard fitting conforming to IS 2026 & its latest amendment with following accessories complete. 1. Oil conservator with filling holes with cap and plain oil level gauge. 2. Magnetic Oil Level Gauge (MOG) with Alarm/ Trip contact. 3. Silica gel dehydrating breather charged with silica gel. 4. Oil drain/sampling valve, Oil filter valve. 5. Lifting eyes/hooks/lugs, Diagram and rating plate. 6. Separate neutral bushing outside. 7. Air vent, Explosion vent with diaphragm 100 mm dia thermometers with thermometer pocket. 8. Four Bi-Directional plain rollers with base, channel & hauling holes. 9. Fixed/Separate type radiator banks. 10. Oil temperature indicator with Alarm/ Trip contact. 11. Winding temperature indicator with Alarm/ Trip contact. 12. Bucholtz relay with shut off valve and with Alarm/ Trip contact. |
| 163 | O.L.T.C. With R.T.C.C. & AVR Panel for Power Transformers4 MVA |
| 164 | 6.6 KV NGR Control Panel,3.81 Ohms with100 A, 10 Sec Capacitywithsupporting Structure for installation. Hence NGR of 3.81 Ohms is required with capacity of 1000 Amp 10 sec.Complete as per technical specifications and as directed by Engineer in charge. |
| 165 | TRANSFORMERS |
| 166 | Supply,Installation,Testingandcommissioningofcopperwound Transformers33/0.433KV,ThreePhase,50Hz,DYN11,ONAN type , Standard accessories with off load tap changer(+5% to -10% instepsof2.5%),winding/Top---temperatureriseof45°C/40°C firstfilloil,havingpermissibletotallossvaluesnotexceeding7.5% of the maximum total loss values for 11 KV as per energy efficiency level- 2atbasicInsulation levelconferming to ISS2026 (Part- I to part - II), latest ammended and IS 1180 Part-I : 2014. Transformersdescribedasaboveandasperthefollowing continuous rating |
| 167 | 100KVA |
| 168 | Earthing Schedule Plate Earthing as per IS:3043 with copper Earth plate of size 600mm x 600mm x 3.0mm by embodying 3 to 4 mtr. below the ground level with 40 mm dia. G.I. "B" class watering Pipe including all accessories like nut, bolts, reducer, nipple ,wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. |
| 169 | Earthing Schedule Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 40 mm dia. G.I. "B" class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. |
| 170 | GI Pipe, Class B, 40mm Dai with thickness of 3.610mm as per IS 1239 for the complete earthing system |
| 171 | S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required. |
| 172 | 50mm x 6mm copper strip |
| 173 | 50mm x 6mm G.I. Strip |
| 174 | 32mm x6mm G.I. Strip |
| 175 | 25mm x 6mm G.I. Strip |
| 176 | Providing&LayingXLPEinsulatedIS:7098/II/85of approved make H.T.cable for working voltage 33 K.V.Un EarthedwithStrandedCompactedCircularAluminium Conductor,ConductorScreenedwithExtrudedSemi-conductingcompound,XLPEInsulated,Insulation Screenedwithextrudedsemi-conductingcompoundin combinationwithCopperTape,coreslaidup,inner sheathofThermoplastictape,galvanisedflatsteelstrip armouredandoverallExtrudedPVCTypeST-2Outer Sheathedcable direct in ground including excavation of 30cmx150cmsizetrench,25cmlayerofriversand, second Class bricks covering, refilling earth, compaction ofearth,makingnecessaryconnectiontestingetc.as required of size. |
| 177 | 3 core 240.0 Sq.mm |
| 178 | Providing&makingheatshrinkabletypeindoor/outdoor/straight throughterminations/jointkitofapprovedmakesuitableforXLPE insulated33KVcable,withrequiredcomponents,preprationof cable ends, testing etc. as required of following sizes. |
| 179 | Indoor |
| 180 | 3 core 240/300 /400 Sq.mm |
| 181 | Outdoor |
| 182 | 3 core 240/300 /400 Sq.mm |
| 183 | P & laying of HT Cable 6.6 KV(UE),XLPEInsulated,PVC sheathed,AluminumConductor,ArmoredCable conforming to IS: 7098/II/85 and IS 1554 with its latest amendments . Complete as per technical specifications and as directed by Engineer in charge. |
| 184 | 3 core 300.0 Sq.mm |
| 185 | 3 core 150.0 Sq.mm |
| 186 | P & laying of HT Cable 6.6 KV(UE),XLPEInsulated,PVC sheathed,AluminumConductor,ArmoredCable conforming to IS: 7098/II/85 and IS 1554 with its latest amendments . Complete as per technical specifications and as directed by Engineer in charge. |
| 187 | 3 core 185.0 Sq.mm |
| 188 | Providing&makingheatshrinkabletypeindoor/outdoor/straight throughterminations/jointkitofapprovedmakesuitableforXLPE insulated6.6KVcable,withrequiredcomponents,preprationof cable ends, testing etc. as required of following sizes. |
| 189 | Indoor |
| 190 | 3 core 95/120/150/185 Sq.mm |
| 191 | Providing & Laying XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection,Complete as per technical specifications and as directed by Engineer in charge. |
| 192 | 95.0 Sq.mm x 3.5 Core |
| 193 | 4.0 Sq.mm x 3 Core |
| 194 | Supply,Fabricating&installingfollowingsizesofladdertypecable trays with rungs at span of 250 mm including horizontal and vertical bends,reducerstees,crossmembersandotheraccessoriesas requiredand dulysuspended from the ceiling/wall withsuspenders and including painting as required. |
| 195 | Hot Dipped Galvanized |
| 196 | 450mm x 50mm x 2.0mm |
| 197 | 600mm x 50mm x 2.0mm |
| 198 | Supply,Fabricating&installingfollowingsizesofperforatedcable traysincludinghorizontalandverticalbends,reducerstees,cross membersandotheraccessoriesasrequiredanddulysuspended from the ceiling withsuspenders and including painting as required. |
| 199 | Hot Dipped Galvanized |
| 200 | 100mm x 50mm x 1.6mm |
| 201 | 150mm x 50mm x 1.6mm |
| 202 | 300mm x 50mm x 1.6mm |
| 203 | 450mm x 50mm x 2.0mm |
| 204 | Providing & Fixing of Electrical insulating rubber matts as per PWD specification for electrical Works, ISI marked confirming to IS: 15652 /2006 with one side anti skid abberation marks and pasting the mat with synthetic rubber adhesive as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR as per latest IS 1562 :2006., 33 KV, 3 mm thick with proof voltage 36 KV / 3 min. and Break Down Voltage 65 KV |
| 205 | 415 V LT PanelSITCoffloormountedPMCC(Indoor,DustproffIP-4Xfront operatedwith2mmthicksheetmetalcompartmentalised)withall accessibleparts,headshrinkablesleeves,SMC/DMCbusbar supports, padlocking facility on outgoing feeders etc. |
| 206 | 250 A MCCB Incomer (Fixed type ) with metering CTs, multi fuction meter compatible to scada, Ampermeter with SS, Voltmeter with SS,IndicatingLamps,ControlFuse,wiringetc.completeinallrespect. Size:900(W)X600(H)X1000(D) |
| 207 | MCCB up to 100A(Fixed type ) as outgoing CT"s, Ampermeter with SS,VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 600(W)300(H)X1000(D) |
| 208 | MCCB up to 100A(Fixed type ) as outgoing CT"s, Ampermeter with SS,VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 600(W)300(H)X1000(D) |
| 209 | 433V APFC Panel( 30KVAR) in cubicle made of CRCA sheet steel of minimum 2.5/2.0/1.6 mm thickness, comply with latest IS/ IEC, totally enclosed Operational on 3 Phase 415 voltages, 50Hz, neutrally grounded, IP 4X, The cubicle panel shall be vermin proof and dust-tight and shall be of compartmentalized type construction, nine tank pre-treatment process before powder coating, Paint Shade – Grey RAL 7032, gasket material- neoprene, AC/DC/CT wiring – 1.5/2.5sqmm PVC insulated multi strand Copper flexible wire, Heat shrinkable Colour coded PVC bus bar sleeves, cable entry Incoming – bottom and outgoing – Bottom as per requirement. The switchgears and control gears complete with all necessary supporting framework, nuts and bolts, Aluminum Bus Bar. The Indoor APFC Panel switchesgear (Air circuit breakers, MCCB, CTs, etc) and control gear (Microprocessor based APFC 8/12 Stage relays, APFC Duty Contactors, auxiliary contacts, Space heater and lighting, Digital A & V meters with Selector Switch, Phase Indications, Hooter, plug socket etc.) shall be mounted on the same panel Complete as per technical specifications and as directed by Engineer in charge. |
| 210 | S&FofStardeltaStarterwithMCB,MainandAuxContactor,O/L Relay,L/RSelectorSwitch,3Indicatinglamps,Start-StopPush Button,ControlMCBwithpanelwithallaccessorieswithfollowing rating |
| 211 | 15 KW |
| 212 | SITC of LocalPush Buttonstation fabricated with 16SWG CRCA sheet,paintedwithpolysterPowdercoatedfinishafterchemical treatmentwithFolliwngitemsandaccessories:- iShroudedTypepushbuttonwith2NOContactselementfor Start/forward-reverse. iiLockableMushroomheadtypepushbuutonwith2NCContact element. iii2.5Sqmmclipontypeterminalsasrequriedwith20%spares. iv 1.5 Sqmm PVC insulated felxible copper wire with lugs & ferrules as requried. |
| 213 | Local Push Button Station |
| 214 | SupplyanderectionofOctagonalpoleoffollowing lengthand dimensionas per table-3 withbaseplateon thecementconcretefoundationofM-15/M-20grade (1:1.5:3)withthehelpofanchorboltsofgrade6.8(IS 1367PIII).ThepoleshallbemadeofS-355JOgrade steelsheet,foldedlengthwisetoobtainedOctagonal shape,havingsinglelongitudinalseamweldandhot dippedgalvanisedinternally&externallyinaccordance withIS2629.Thepoleshallhaveaweatherproofflush doorandlockingarrangements.Thecompletework shallbesupervisedandcertifiedbythemanufacturers forsatisfactorysupply,erection,testingand commissioning. |
| 215 | 7 Mtr. |
| 216 | Supply,ErectionandFixingofhotdippedgalvanised Overhang (60 X 3.25 mm) with cap (250 x 137.9 x 4.05 mm) over the poles |
| 217 | Single arm overhang |
| 218 | P/FIP-65/IP-66protectedstreetlightluminarieson bracket / Arm.Fixturemadefrompowdercoated singlepiecepressurediecastaluminumhousingwith heat dissipation fins on housing with high power LEDs . Diffuser/glasscoverforensuringIP-65protectionfor lampandcontrolgearcompartment,systemlumen outputof100lum/watthighpowerLED.Integrated drivershallbehighefficiencyhavingefficiencymore than 85 % and in compliance to IEC standards. System lifeof50000burninghourswith70%ofinitiallumens maintained. Fixture shall be in CE compliance. IP-65 protected LED street light luminaries |
| 219 | LED street light fixture 80-90 watt |
| 220 | P&FIP-65protectedintegralfloodlightluminaire suitableforHPSV/Metalhalidelampcomprisingof powdercoateddiecastaluminiumhousing, electrochemicallybrightenedandanodizedstippled aluminium reflector, covered with suitably gasketed heat resistant and toughened glass, porcelain holder, integral controlgearboxhavingcopperballast,capacitor, electronicignitorprewiredwithpvcinsulatedcopper conductoruptoterminalblockincludingmaking connection testing etc. |
| 221 | 1 X 250 Watt |
| 222 | P&FHighpressuresodiumvapour/Highpressure mercuryvapour/Metalhalide/Halogenlampas required. HPSV tubular lamp normal output. |
| 223 | 250 Watt |
| 224 | Supply, erection testing and commissioning of high mast lightingsystem(asperCP3-TRT/1996ofILE,UK) consistingoftotallyhotdipgalvanisedbysingledipped method high mast, lantern carriage suitable for up to 12 nosluminaries,mastheadassembly,twonosaviation obstruction neon lights, double drum type self sustaining winch,integralpowertool(winchmotorwithcontrol circuit) hot dipped galvanised heavy duty pipe lightening finial,suitableropesandCCfoundationofM-15grade complete as required. The mast is constructed from mild steelplates(asperBS-EN10025)cutandfoldedto form a polygonal section, telescopic jointed and welding as per BS 5135. The complete work shall be supervised andcertifiedbythemanufacturersforsatisfactory supply,erection,testingandcommissioningofhigh mast.withallaccessories,whichalsoincludsinternal electricalcableandpanelwithfoundation. |
| 225 | 20 Mtr Hm (in 2 section) |
| 226 | P&FIP-65protectedmultitapballaststreetlight luminaireon bracketsuitableforHPSVLAMP, madeoutfrompowdercoatedsinglepiecediecast aluminiumhousing,electrochemicallybrightenedand anodized POToptics aluminium reflector, heat resistant andtoughenedglasscoverandaccessorieslikemulti tapcopperballast,electronicignitor,capacitor,holder prewireduptoterminalblocketc.asrequiredincluding makingconnectiontestingetc. |
| 227 | 1 X 250/ 150 Watt |
| 228 | Providing and fixing in position lightening arrester set complete with 600mm x 600mm x 6mm thick G.I. earthing plate embedded below ground in earthling pit at 3.5 metre depth, G.I. strip of size 25mmx5mm thick from earthing plate to top of Over head tank, G.I. Finial made of GI bar 25mm dia and 2m long fixed on top of Building and connected to GI strip. The earthling set shall comply of IS:3043 complete in all respect as per specification and the direction of the Engineer. |
| 229 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to a lead of 50 metres from road boundary including removal and disposal of top organic soil not exceeding 150 mm in thickness as directed by Engineer. |
| 230 | In area of light jungle |
| 231 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. |
| 232 | In hard rock (required blasting) including Blasting materials. |
| 233 | Depth upto 1.5 m |
| 234 | Add extra for over all depth of excavation above 1.5 m and upto 3.0 m over item no 4.10.3.1 |
| 235 | Add extra for over all depth of excavation above 3.0 m and upto 4.5 m over item no 4.10.3.1 |
| 236 | Add extra for over all depth of excavation above 4.5 m and upto 6.0 m over item no 4.10.3.1 |
| 237 | Add extra for over all depth of excavation above 6.0 m and upto 7.5 m over item no 4.10.3.1 |
| 238 | Add extra for over all depth of excavation above 7.5 m and upto 9.0 m over item no 4.10.3.1 |
| 239 | Add extra for over all depth of excavation above 9.0 m and upto 10.5 m over item no 4.10.3.1 |
| 240 | Add extra for over all depth of excavation above 10.5 m and upto 12.0 m over item no 4.10.3.2 |
| 241 | Add extra for over all depth of excavation above 12.0 m and upto 13.5 m over item no 4.10.3.3 |
| 242 | Add extra for over all depth of excavation above13.5 m and upto 16.0 m over item no 4.10.3.4 |
| 243 | Providing and laying structural Reinforced cement concrete (design mix) of specified grade using mechanical concrete mixer and vibrater in approach slab, friction slab, edge beam, footpath and kerb as per approved drawing and specification as directed by the Engineer as per clause 1500 &1700 of MoRT&H specification including all scaffolding, material, labour, machinery etc. |
| 244 | RCC M-30 |
| 245 | Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor Three level excluding the cost of centering and shuttering. |
| 246 | M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size). |
| 247 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor Three level for : |
| 248 | Walls (any thickness) including attached pilasters,buttressesplinthandstring course. |
| 249 | Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. |
| 250 | Columns, pillars, posts and struts etc. |
| 251 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor Three level. |
| 252 | Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 253 | Bored cast-in-situ R.C.C. pile with cutting / Drilling for anchoring of pile into rocks wherever firm rocky strata is available, shall be done upto desired depth (minimum 1.50 m) as per drawings, specifications and as directed by Engineer. Bore hole shall be cleaned properly before concreting. No, distinction shall be made for penetration through hard rock or rock socketing with design mix concrete (M-35) using batching plant, transit mixer and concrete pump excluding reinforcement complete as per drawing andtechnical specifications and removal of excavated earth with all lifts and lead upto 1000 m. as per clause 1100, 1600 & 1700 of MoRT&H Specification including all material, labour and machinery |
| 254 | 450 mm dia pile |
| 255 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor Three level in all shapes and sizes in : |
| 256 | Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 257 | Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : |
| 258 | 20mm thick |
| 259 | Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : |
| 260 | Doors |
| 261 | Windows fixed |
| 262 | Providing brass handles/peg stays and fittings in place of oxidized fitting |
| 263 | Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. |
| 264 | Providing and fixing Square bars or other flat welded to window, ventilatiors etc. |
| 265 | Providing and fixing frame for doors and windows of EZ-7 ISI marks section welded at corners and dully painted with red oxide paint, frame to be fixed by MS flat 230x16x3mm size holdfast embedded in cement concrete M-100 (1:3:6) block size 230x115x75mm with oxidized iron 100 mm round hinges screwed and welded complete in all respect as per design with priming coat of red oxide. |
| 266 | Providing, fabricating and erecting hand railing for walkway, top dome slab, balconey,staircase and landing consist of two rows ( one at top and other at middle level) of 20 mm GI pipe class-B and 900 mm high vertical angle 65X65X6 mm at spacing 1.50 m c/c including welding, threading, applying a priming coat of approved steel primer and embedding in cement concrete floor complete in all respect as per specification and the direction of the Engineer. |
| 267 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide |
| 268 | P&L lime dhar only 90mm thick average onroofs on ground floor with 1:2:2:2 ( 1 lime putty:2 surkhi or sand : 2 old lime mortar powder :2 stone grit 12mm to 20mm) mix by volume with require qantity of gur, gugal, methi, hemp etc.. Properly compacted and smoothly finished in all respect ( Jaipur Practice) as per specification |
| 269 | Cement concrete flooring Grade 1:2:4 rounding off edges etc. excuding the cost of noising of steps etc. complete. 75mm thick with 20mm thick nominal size aggregate. |
| 270 | Construction of Earthen Dola up to 1.5 Mtr. height in :all Kinds of soil |
| 271 | Banking excavated earth in layers not exceeding 20cm. in depth breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers, and rolling every 3rd and top- most layer with power roller of 8-10 tonne capacity and dressing up in embankments for roads, flood banks marginal banks, and guide banks etc. lead up to 50 Mtr. and lift up to 1.5 Mtr. All kinds of soils |
| 272 | Carriage of Earth, Sand, Lime, Morrum manure or sludge lead upto 2 Km. |
| 273 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. |
| 274 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like with pumping set of following H.P. including P.O.L. complete. |
| 275 | 10 to 19 H.P. |
| 276 | Supplying, erecting, testing & commissioning of Electrically Operated Travelling Crane (EOT) .Main girder & End Carriage fabricated from Rollled Steel Section, Gear Box for all motion,Electro Magnetic Friction Disc Type Brakes, all safety limit switches,LT wheels EN 9, Double Flanged 4No, with Sq. Cage motor ofadequate rating (KW), duly painted mechanical cleaning and on coat of primer and two coat of synthetic paint and as per the direction of the Engineer. |
| 277 | 25 MT Capacity |
| 278 | Span 15.5 M and Lift 9 M |
| 279 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete inI/rail section upto intake height.for hoisting and fixing for every additional one metre or part thereof beyond 10 mtr height. |
| 280 | Paintingwithblackanti-corrosivebitumasticpaintofapprovedbrandandmanufacturetogiveanevenshade :Two or more coats on new work. |
| 281 | Cutting R.S. joist and rail |
| 282 | Drilling holes in rails, joist or M.S. plate. |
| 283 | Welding by Gas plant. |
| 284 | Welding by Electric plant. |
| 285 | MS Steel sluice Gatessize 1.20 m X 1.20 m with shaft and padestal |
| 286 | O&M Cost for 10 Years 6% of total cost except Internal distribution network and FHTC |
| 287 | For the 1st Year of O&M after DLP |
| 288 | For the 2nd Year of O&M after DLP |
| 289 | For the 3rd Year of O&M after DLP |
| 290 | For the 4th Year of O&M after DLP |
| 291 | For the 5th Year of O&M after DLP |
| 292 | For the 6th Year of O&M after DLP |
| 293 | For the 7th Year of O&M after DLP |
| 294 | For the 8th Year of O&M after DLP |
| 295 | For the 9th Year of O&M after DLP |
| 296 | For the 10th Year of O&M after DLP |
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