Sales : +91-777 804 8217
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-04-2021 | Corrigendum 3 | Technical Bid | 19-04-2021 |
| 2 | 08-04-2021 | corrigendam 2 | Technical Bid | 19-04-2021 |
| 3 | 25-03-2021 | Corrigendam1 | Financial Bid | 19-04-2021 |
| Name of Work: Design, Supply, Installation and commissioning of all the In-door and Outdoor Signaling & Telecommunication works, and other allied works at Hind, Thana Bhawan, Nanautha, Rampur Manhyaran and Manani stations in the Shamli-Tapri section of Delhi Division in Northern Railway | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Schedule- A (Supply of S&T) | item1 | ||
| 2 | 2 | Supply of Electronic Interlocking (Hot Standby) with dual VDU of 55\" with Signalling functions as per RDSO Specification No. RDSO/SPN/192/2019 Ver.2.0 and to suit the signalling plan and to suit the signalling plan of stations.\nScope of supply against this item includes all the indoor equipments necessary for successful functioning of centralised EI system, mainly consisting of but not limited to followings conforming to attached Technical specifications .\n1. Microprocessor equipment.\n2. I/O cards with card cage and motherboard.\n3. Power supply cards.\n4. All types of connectors and couplers as required.\n5. Industrial grade Dual VDU of 55\" .\n6. Industrial grade PC & monitor of 40\"\n7. maintenance VDU of 40\" console with Laser printer at panel building.\n8. All types of relays required for interfacing.\n9. ECRs suitable for LED signal lamps.\n10. DC-DC convertors (input voltage 110 V DC and output voltage as required)\n11. All types of indoor wires as required.\n12. All types of indoor terminals and fuses as required except \n terminals for main CTR.\n | item2 | ||
| 3 | 3 | 13. Racks for mounting EI equipments and interfacing relays.\n14. Termination rack for indoor cables.\n15. Fixtures, mounting arrangements, Ladders for wire run and other accessories as required.\n16. Softwares used for designing, configuration, maintenance, data logging and fault diagnosis of EI system. \n17. Protective devices like lightning protectors for DC and AC supplies, isolator/convertor for serial communication etc. \n18. Documents and manuals as per RDSO/SPN/192/2019 Ver.2.0 in three sets. \n19. Ring Earthing and EMI shielding of EI room.\n20. Any other item contractor feels neccessary as per their sysyem.\n21.Completion plan of stations.\n22. Class 'A' type surge protection device protection at each SSI room/goomty, mounting arrangements and accessories necessary to make the EI system functional. \n23. Work place for EI is also provided by the contactor | item3 | ||
| 4 | 4 | Note:\n1. Supply of Optic Fibre Cable, 60Cx1mm indoor cable, IPS, 24 V point operating relays(QBCA1), KLCR, Main Cable Termination Rack & terminals for Outdoor cables and relay rack for mounting point relays are not included in this item. 2. All the materials, submitted by the bidder as above and are neccessary for successful commissioning of system, shall be supplied by the contractor without any extra cost. Variation in Bits and variation in number of routes upto (+) 10% shall have no cost bearing.\n3. For further variation (above 10%) of routes, cost will be recovered on prorata basis for % of routes increased. | item4 | ||
| 5 | 5 | i) Hind | item5 | 1 | System |
| 6 | 6 | ii) Thana Bhawan | item6 | 1 | System |
| 7 | 7 | iii) Nanauta | item7 | 1 | System |
| 8 | 8 | iv) Rampur Manhyaran | item8 | 1 | System |
| 9 | 9 | v)Manani | item9 | 1 | System |
| 10 | 10 | Spares of O&M | item10 | ||
| 11 | 11 | Supply of all spares to the extent of 10% of that supplied against EI item subject to minimum of one, for the cards/modules,connectors /couplers, fuses & relays. used in the EI system. Item-wise details of spares to be supplied with unit rates should be listed out by the tenderer along with offer. | item11 | ||
| 12 | 12 | i) Hind | item12 | 1 | Lot |
| 13 | 13 | ii) Thana Bhawan | item13 | 1 | Lot |
| 14 | 14 | iii) Nanauta | item14 | 1 | Lot |
| 15 | 15 | iv) Rampur Manhyaran | item15 | 1 | Lot |
| 16 | 16 | v)Manani | item16 | 1 | Lot |
| 17 | 17 | Supply of Laptop based work station for data inputs & configuration, simulation and functional testing, diagnostics, trouble shooting and commissioning of EI system, complete with necessary softwares preloaded. as per specifications mentioned in TS. | item17 | 1 | No. |
| 18 | 18 | Tool kits and Measuring Instruments for Technicians /Junior Engineers for testing & maintenance and repair at site as specified by Original Equipment Manufacturer of EI. * Above items includes suitable cabinet for storing tools to ensure longer life. | item18 | 1 | Set |
| 19 | 19 | Supply of Hard & soft copy (6 copies as built ) of following indoor drawings for RITES/ Rly approval including one copy on good quality 7.5 micron polyster film: this includes expenses for checking/rechechecking/ obtaing appovals from Railways /RITES .The also includes supply of two sets of drawings for checking, approval and corrections thereon as suggested by RITES/Rly) & threater supply of 2 copies for testing copy & 2 copies as costruction copy.RITES shall make available Schematic SIP.Contractor to Prepare and submit SIP's and other Misc Drgs as per concerened Rly practice and get its approval from railways,if requiered- \n(i) Signalling Interlocking Plan (as per Rly practice)\n(ii) Selection table, \n(iii) Vital & non-vital I/O Bit Chart, \n(iv) EI configuration diagram, Equipment layout plan, Relay disposition chart. \n(v) Front plate diagram of control/indication panel. \n(vi) Application logic \n(vii) Interface circuit with contact analysis. \n(viii) Equivalent circuit of application logic. \n(ix) Prepration & supply of SWRD (station Working Rule Diagram). \n(x) Prepration & supply of station working Rule. | item19 | 1 | Job |
| 20 | 20 | Relay Rack assembly complete with fixtures for mounting point group relays/'Q' style relays in Relay or EI Hut with all accessories like scaffolding, ladder, runway for indoor cables/wires alongwith mounting arrangement as per drg. No. NR/S&T/project/14/2015 | item20 | 1 | No |
| 21 | 21 | Main cable termination rack complete assembly with hylam sheet , screws, nuts & bolts, scaffolding ladders for cable wires alongwith mounting arrangements etc. as per Drg No..NR/S&T/project/13/2015..Fuse block shall be suitable for round head type voltage fuses rating:2A/4A/16A | item21 | 1 | No |
| 22 | 22 | Fuse block made of PBT as per IRS:S-75/2006 (Rev-2) & RDSO Drg.No.SA-23748 Alt.4 and Spec.No.IRS S 78/92 (Amdt-2) or latest amendment. Fuse block shall be suitable for round head type voltage fuses rating:2A/4A/16A. | item22 | 1 | No |
| 23 | 23 | Non deteriorating type fuses as per IRS-S-78/92 with latest amendment. Rating 2Amps-65%, 4Amps-25%, 16Amps-10%.Fuse shall be suitable for round head type voltage fuses rating:2A/4A/16A | item23 | 1 | No |
| 24 | 24 | Design, Fabication, Supply, Installation, wiring, testing & commissioning of fuse alarm system of various type of fuses with automatic change over system along with audio visual indication. Per\nModule configuration to be decided by Engineer Incharge as per site requirement. To be supplied & installed as per RDSO spec. no.RDSO/SPN/209/2012 Rev.1 or latest (Per unit is Per Module) | item24 | 1 | No |
| 25 | 25 | Supply and fixing of PPTC fuses 2/6A. | item25 | 1 | No |
| 26 | 26 | ARA terminal (1 way) made of PBT as per drg.no.23746 & specn. No.IRS-S-75/2006 (Rev.2 or latest) with disconnection link as per Drg.SA-23746 Or 23745(Alt-5). | item26 | 1 | No. |
| 27 | 27 | Supply of 2 conductor disconnect terminal block for test and measurement 0.8 sq.mm-2.5 sq.mm centre marking with test slot for test plug 2mm/0.079IN and 2.3mm/0.091IN carreir rail DIN 35 front entry cage clamp connection Grey wago or similar as RDSO/SPN/189/2004 Ver.2.0 or latest. | item27 | 1 | No. |
| 28 | 28 | Supply of End and Intermediate Plate 2.5mm/0.098 in Thick Wago or similar as per RDSO/SPN/189/2004 Ver.2.0 or latest.\n | item28 | 1 | No. |
| 29 | 29 | Supply of Steel carrier Rail 35x7.5mm/0.039in thick unslotted, yellow with Chrome Wago or similar as per RDSO/SPN/189/ 2004 Ver.2.0 or latest. | item29 | 1 | No. |
| 30 | 30 | Supply of screw less end stop 10mm/0.394 in wide carrier rail DIN 35 Grey Wago or similar as per RDSO/SPN/189/2004 Ver.2.0 or latest. | item30 | 1 | No. |
| 31 | 31 | Cable unarmoured PVC insulated multi core unseathed with plain annealed copper conductor as per colour coding scheme of Raliways in accordance with Specification No: IRS-S-76/89 with Amendement -2 or latest Size -60 C x 1 mm dia. | item31 | 1 | Km |
| 32 | 32 | SMPS based Integrated Power Supply as per RDSO Specification No. RDSO/SPN/165/2012, (Ver 3.0) with latest ammendment alongwith LMLA Battery Bank of 200AH & Battery rack (Configuration based on RDSO dwg. no. SDO/IPS/PI-4L/RE/002 and site specific load requirement, shall be put up to RITES with load calulation sheet shall be approved by employer/consultant before supply) | item32 | 1 | No. |
| 33 | 33 | DG set 15 KVA, 230 V AC single phase with only Mahindra or Kirlosker or Cummins or crompton or similar quality alternator make , two wall mounting control panels (one main and one subsidisry for remote operation) to start generatoe by push button battery operated- 15KVA to IRS-S-69/86 along with sound proof enclosure for DG set as per latest guidelines of Central pollution control board of india. This includes a) Supply of batteries 12v, 200AH 1 No. with each DG set for self starting and Iron clad siemens or sony single phase (2 way ON-OFF-ON) changeover switch 63 Apms). Suitable Battery cahrger for charging this battery c) 60 liter diesel tank | item33 | 1 | No. |
| 34 | 34 | Supply of Automatic change-over unit for change-over between three power supply sources of 63 A/230 volts, single phase with provision of manual bypass arrangement. Drawing shall be got approved by Engineer Incharge. | item34 | 1 | No. |
| 35 | 35 | Supply & installation of maintenance free single earthing for IPS/DAC Equipment. All the materials required shall be supplied by the contractor including cadmium bronze wire rope for connection between earth electrode and equipment box). | item35 | 1 | Set |
| 36 | 36 | Supply and installation of Earth leakage Detector for monitoring different AC and DC supplies including all accessories as per Spn RDSO/SPN/256/2002 or latest and stipulations of tender doccuments (ELD having 12 channel type). | item36 | 1 | No |
| 37 | 37 | Supply & installation of Data logger with interfacing capability with SSI's to moniter Analog & digital inputs(Minimum 12 analog & 512 digital inputs) & enable for networking for a central place as per speci.no. IRS:S-99/2006 ( amd-3) with latest amendments. Required type of modem and SSI protocol converter is also to be supplied. | item37 | 1 | No |
| 38 | 38 | Supply of Crank handle Box 1000 x 250 x 150mm made of 12 mm thick Teakwood with a glass front and padlocking and sealing arrangement as per standard practice. Pad locks to be supplied by contractor, all materials i.e. Teakwood, handle, hinges, Glass sheet of 3mm thick to be supplied by the contractor. Box to be polished and description to be painted as per instructions of Engineer in charge. | item38 | 1 | No. |
| 39 | 39 | Wooden block counter of size 700 mm x 700 mm W x 900 mm H made of teakwood frame & 10 mm /20 mm thick water proof ply with formica finish on top and all four sides having two compartment inside & two doors on opposite sides. | item39 | 1 | No. |
| 40 | 40 | Office Chair of continuous arms having cushened seats and rest T.W. Arm rest size 36\" x 21\" x 22 approx steel tubular frame gauge of the pipes 25mm dia x 18 gauge with olive green colours, Green stove enamelled \"Indian Make\". Godrej/Jalaram Make. | item40 | 1 | Nos. |
| 41 | 41 | Office Table of size of table top 1220 mm x 610mm height 750mm with laminated top with 3 drawers on the left hand side and one locker on the right hand side olive brown with Duplicate keys. Olive green colour Godrej Make. | item41 | 1 | Nos. |
| 42 | 42 | Plain storage almirah with 4 adjustable shelves size 1980mm height, 915mm width, 485mm depth, Godrej Make. | item42 | 1 | Nos. |
| 43 | 43 | Airy Revolving and tilting working cushioned adjustable height chair with arm rests, polished black.The chair has plastic caned seat and back on 25 mmround tubular frame. The base is of pressedsheet metal. Godrej/ Allwyn/ Chandan/ Khira make.Width 700 mm,Depth 700 mm, Height 870 mm, Adjustable seat height 410 mm to 520 mm, Colour Grey. | item43 | 1 | Nos. |
| 44 | 44 | 4 door book case of size 1675x840x308mm Godrej make | item44 | 1 | Nos. |
| 45 | 45 | Supply of desk type magneto telephone suit IRS TC:36-97\n(Amndt.1) or latest with latest amendments. | item45 | 1 | Nos. |
| 46 | 46 | Supply & fixing of Fire Extinguisher CO2 Type (capacity 5 Kg) | item46 | 1 | No. |
| 47 | 47 | OUTDOOR SUPPLY | item47 | ||
| 48 | 48 | Relay 'Q' series neutral line, AC Immune, plug-in type, Style `QNA1'. DC Neutral line, 24V, 8F/8B contacts, front and back contacts metal to carbon with plug board, retaining clip & connectors conforming to BRS:931A, IRS:S 60, IRS:S 34 & IRS:S 23 with latest amendment (as applicable). The interlocking code for this unit shall be ABDGH. | item48 | 1 | Nos. |
| 49 | 49 | Relay 'Q' series neutral line, AC Immune, plug-in type, Style `QNA1'. DC Neutral line, 24V, 12F/4B contacts, front and back contacts metal to carbon with plug board, retaining clip & connectors conforming to BRS:931A, IRS:S 60, IRS:S 34 & IRS:S 23 with latest amendment (as applicable). The interlocking code for this unit shall be ABDFH. | item49 | 1 | Nos. |
| 50 | 50 | Supply of Relay,Non AC immune ,plug in type,style QN1,DC neutral line relay,24 V DC 8F/8B contacts, front & back contacts metal to carbon with plug board retaining clip &\nconnectors confirming to BRS:931A,IRS:S@ 45<47N44@\nIRS:S-45/47/68 & IRS:S-23/88 as applicable.The interlocking\ncode for this unit shall be ABCDF or latest. (INSPECTION:RDSO) | item50 | 1 | Nos. |
| 51 | 51 | Supply of Key Lock Relay, type TMA 24V DC with 2F/2B contacts cofiguration with different wards combination as per latest RDSO specification. Details of ward combination will be provided during execution of work. \n | item51 | 1 | No. |
| 52 | 52 | PVC Insulated Armoured un-screened, under- ground Railway Signaling copper conductor cable confirming to RDSO Specification no. IRSS- 63/2014 with amendment -4 or latest | item52 | ||
| 53 | 53 | 2 core x 2.5 sq.mm. | item53 | 1 | Km |
| 54 | 54 | 6 core x 1.5 sq.mm. | item54 | 1 | Km |
| 55 | 55 | 12 core x 1.5 sq.mm. | item55 | 1 | Km |
| 56 | 56 | PVC insulated armoured, Unscreened, Underground Power cable, 2x25 sq. mm. Stranded Aluminium conductor confirming to RDSO specification IRS:S-63/2007 with latest amendment and IS 1554 (part-1) | item56 | 1 | Km |
| 57 | 57 | Supply of XLPE Insulated,Single later of Galvanised Steel Strips Armoured un-screened, under- ground Railway power cable having Aluminium conductor confirming to RDSO Specification no. IRS-S-63/2014 with amendment -4 or latest and IS-7098(P-1) latest of size 2c x 70 sq.mm in drum length of 1000 mtrs with +-5% tolerance. | item57 | 1 | Km |
| 58 | 58 | Underground railway jelly filled 6 Quad cable for signalling & telecom installations confirming to IRS: TC-30/2005 (Ver. 1) Amndt 1 to 5 or latest amendment having 0.9mm dia. | item58 | 1 | Km. |
| 59 | 59 | Armoured Optical Fibre cable 24 Fibers as per RDSO specification No. IRS:TC:55-2006 rev. 1 with Amdt. 1.1 | item59 | 1 | Km |
| 60 | 60 | Cable unarmoured PVC insulated, unseathed with plain annealed high conductivity 650V grade copper conductor as per colour coding scheme of Raliways in 100 meter coils, confirming to RDSO Specification No: IRS-S-76/89 with latest amendment- | item60 | ||
| 61 | 61 | 16 x 0.2 mm.(Grey) | item61 | 1 | 100 mtr. Coil |
| 62 | 62 | 3 x 0.75 mm. (Red, Green & Black) | item62 | 1 | 100 mtr. Coil |
| 63 | 63 | 1x6 sq mm. (multistrand flexible wire) | item63 | 1 | 100 mtr. Coil |
| 64 | 64 | 1x10 sq mm. (multistrand flexible wire) | item64 | 1 | 100 mtr. Coil |
| 65 | 65 | Supply of Power wire as per IRS specification No.S-76/89\n( Amndt. 2) or latest with latest amendments (1x16 sq mm, Red & Black colour) | item65 | 1 | KM |
| 66 | 66 | Supply of Wiring materials as per IRS Spec no IRS-76/89 with amendment no 2 or latest duly inspected by RDSO, Copper Wire, PVC sheathed and PVC inulation of size 60 x 1 Sq mm | item66 | 1 | km |
| 67 | 67 | Supply of cable indoor Cu conductor multi core plain annealed, high conductivity 660V PVC insulated unarmored but PVC sheathed to specidication No: IRS/S/76/89 amendment 2 or latest size 1*60C*0.60sq mm dia.(Inspection:RDSO) | item67 | 1 | km |
| 68 | 68 | Supply of 1C*.79 Sq.mm.(1/1 mm) PVC insulated unsheathed single core cable as per IRS/S:76/89 with latest amendment | item68 | 1 | km |
| 69 | 69 | Thermo Shrink joining kit suitable for 6 QUAD jelly filled cable-straight through as RDSO specn. No.IRS: TC 77/2012 (Rev.3.0) with (Amdt.-1 to 3) or latest. | item69 | 1 | Nos. |
| 70 | 70 | Supply of HDPE telecom duct with outer diameter of 40 and inner diameter of 33 mm permanently lubricated as per Specification no. RDSO/SPN/TC/45/2013, Rev.-2.0 Amdt.-1.0 & 2.0 or TEC GR No.G/CDS 08/02 Nov.2004 with latest amendment as available or latest. HDPE pipe shall be supplied For each Km. of HDPE duct following items are to be supplied alongwith 4 mm dia polypropylene rope of approved quality inside whether required. For each Km. of HDPE duct following items are to be supplied a) End plugs-2 No.b) Cable sealing plugs - 2 Nos.C) Plastic couplers slip fit/push fit type-2 No.d) End plugs to be provided along with drum - 2 No. | item70 | 1 | Km. |
| 71 | 71 | Supply of Half split double wall corrugated (DWC) pipe of HDPE in 2/3 meter length produced out of full round DWC pipes as per IS:14930 part-II marked on it. This item includes supply of necessary fixing & coupling arrengement. | item71 | ||
| 72 | 72 | Size : 120 mm outer dia. and 103 mm inner dia. | item72 | 1 | Mtrs. |
| 73 | 73 | Size : 200 mm outer dia. and 175 mm inner dia. | item73 | 1 | Mtrs. |
| 74 | 74 | Non-Split HDPE DWC pipe Confirming to IS:14930 part-II, with threaded coupler, of following sizes: | item74 | ||
| 75 | 75 | Size 120mm outer dia and 103 mm inner dia | item75 | 1 | Mtrs. |
| 76 | 76 | Size 200mm outer dia and 175 mm inner dia | item76 | 1 | Mtrs. |
| 77 | 77 | Supply and placing of second class bricks/Fly Ash brick size 225mm x 112mm x 75mm after laying of cable & refilling the trench by loose soil of 100mm to over cable. | item77 | 1 | No. |
| 78 | 78 | Galvanised Iron pipe 100 mm dia `B' class,(6 Mtr. Length) as per specn.No.IS-1239, part 1 / 1990. along with threaded coupler (Perforated with 6 mm holes) | item78 | 1 | Mtrs. |
| 79 | 79 | Fabrication, supply and fixing of cable marker of 1:3:6 concrete as per No.NR/S&T/CON/1.5/97A. The marker shall be fixed at various places of cable route as per instructions of Engr. at site | item79 | 1 | No |
| 80 | 80 | Colour light signal (2 aspect) complete set as per drg.No.SA - 23003 A/M (adv.) & Specn. IRS-S-26/64 consisting of the following items : | item80 | 1 | Set |
| 81 | 81 | Signal post 140 mm dia 4.5 mtrs. long to IRS-S-6-81. | item81 | ||
| 82 | 82 | Signal base Cast Iron 140 mm dia. to drg. No. S-2011/M. | item82 | ||
| 83 | 83 | CLS ladder complete with platform and base 4.5 mtrs. long to drg.No.SA-23153 (Adv.) Alt 1. | item83 | ||
| 84 | 84 | Colour Light Signal Unit 2 Aspect complete with out signal transformers, lenses & lamps, suitable for 140 mm dia.post as per drg.No.SA - 23003 A/M (Adv.) alt.9 & Specn. IRS-S-26/64. | item84 | ||
| 85 | 85 | 04 nos. Anchor bolts complete (915 mm x 75mm x 24 mm) to drg.No.SA-116 A/M & IRS-S-10/78 | item85 | ||
| 86 | 86 | Colour light signal (3 aspect) complete set as per drg.No.SA23002 A/M (adv.) & Specn. IRS-S-26/64 consisting of the following items : | item86 | 1 | set |
| 87 | 87 | Signal post 140 mm dia 4.5 mtrs. long to IRS-S-6-81. | item87 | ||
| 88 | 88 | Signal base Cast Iron 140 mm dia. to drg. No.S-2011/M. | item88 | ||
| 89 | 89 | CLS ladder complete with platform and base 4.5 mtrs. long to drg.No.SA-23153 (Adv.) Alt 1. | item89 | ||
| 90 | 90 | Colour Light Signal Unit 3 Aspect complete with out signal transformers,lenses & lamps , suitable for 140 mm dia.post as per drg.No.SA - 23002 A/M (Adv.) alt.9 & Specn. IRS-S-26/64. | item90 | ||
| 91 | 91 | 04 nos. Anchor bolts complete (915 mm x 75mm x 24 mm) to drg.No.SA-116 A/M & IRS-S-10/78 with latest amendment. | item91 | ||
| 92 | 92 | Colour light signal (4 aspect) complete set as per drg.No.SA23001 A/M (adv.) alt.9 & Specn. IRS-S-26/64 consisting of the following items : | item92 | 1 | Set |
| 93 | 93 | Supply of CLS post 140mm dia. 4.5 M long to specification IRS.S.6.81or latest (as per site requirement). | item93 | ||
| 94 | 94 | Supply of Surface base 140mm dia.post to suit CLS as per drg.S.2011/M | item94 | ||
| 95 | 95 | Supply of CLS ladder set complete with staging, supports, signal number plate, cast iron ladder base to suit 4.5 Metre post as per drg.no.SA. 23153.S.2033. | item95 | ||
| 96 | 96 | Colour Light Signal Unit 4 Aspect complete with out signal transformers,lenses & lamps , suitable for 140 mm dia.post as per drg.No.SA - 23001 A/M (Adv.) alt.9 & Specn. IRS-S-26/64. | item96 | ||
| 97 | 97 | 04 nos. Anchor bolts complete (915 mm x 75mm x 24 mm) to drg.No.SA-116 A/M & IRS-S-10/78 with latest amendment. | item97 | ||
| 98 | 98 | Supply of Junction type/Directional type route indicator 1 way to drawing no.SA.23401 with IRS - S 66/84 with amendment-1 or latest | item98 | 1 | Nos. |
| 99 | 99 | Junction type route indicator 2 way complete without lenses, lamp holders and lamps. to IRS-S-66/84 , amdt.1 ot latest with RDSO drg.No.SA-23402 (Adv.) or latest. | item99 | 1 | No |
| 100 | 100 | OFF set bracket for Colour light signal 140mm outside dia. post with 'U' bolt and nuts as per drg No: SA-23080 (adv.) alt. 1. | item100 | 1 | No |
| 101 | 101 | Independent shunt signal complete having following items. | item101 | 1 | set |
| 102 | 102 | Shunt signal post 90 mm dia 1m long to IRS-S-6/81. | item102 | ||
| 103 | 103 | Shunt signal surface base 90 mm dia drg.No. S-2011. | item103 | ||
| 104 | 104 | Position light shunt signal unit without lamp holder unit, lenses & lamps to RDSO drg.No.SA-23840(adv.) ALT-2. | item104 | ||
| 105 | 105 | 04 nos. anchor bolts for shunt signal (305mm. X 50mm. X 20mm.) to drg.No.SA-110 A/M. | item105 | ||
| 106 | 106 | Shunt signal dependent type drg No. SA-23840 (adv.) Alt.-1 and S-23845 (adv.) with offset bracket 3½'' dia. to suit 140mm. Outside dia post complete without lenses, lamps & lamp holders. | item106 | 1 | set |
| 107 | 107 | Calling on signal unit position light type complete with mounting socket to Drg No. SA-24351 (Adv) or latest, specn. No. IRS-S:10/78, IRS-S:26/64. | item107 | 1 | No |
| 108 | 108 | LED signal lighting unit for Junction Type route indicator conforming to Indian Raiway chromaticallity standards & RDSO Specn. No. RDSO/SPN/153/2011 REV.4.1 or latest (This item includes fuses and other accessories required for fixing) | item108 | 1 | No |
| 109 | 109 | LED signal lighting unit for calling on signal conforming to Indian Railway chromaticallity standards and RDSO Specn. No. RDSO/SPN/153/2011 REV.4.1 or latest (This item includes fuses and other accessories required for fixing) | item109 | 1 | No |
| 110 | 110 | Supply of LED Signal Lighting Unit for Main Signals as per RDSO specification No. RDSO/SPN/199/2010 (Rev 1.1) ) or latest | item110 | ||
| 111 | 111 | For Red aspect | item111 | 1 | No |
| 112 | 112 | For Yellow aspect | item112 | 1 | No |
| 113 | 113 | For Green aspect | item113 | 1 | No |
| 114 | 114 | LED signal lighting unit for shunt signal conforming to Indian Railway chromatically standards and RDSO Specn. No. RDSO/SPN/153/2011 REV.4.1 or latest (This item includes fuses and other accessories required for fixing) | item114 | 1 | No |
| 115 | 115 | TRACK Circuit | item115 | ||
| 116 | 116 | Track feed battery charger 110 V AC / 2 - 6 V DC - 10 amp charging rate suitable to charge 1, 2 or 3 cells of 80 AH, to IRS-S-89/93 Amendment-2 or latest. | item116 | 1 | No |
| 117 | 117 | Track feed variable resistance (with phenolic moulded base) 30ohms to suit RDSO drawing number SA20166/M/adv Alt-1, IRS: S-23. | item117 | 1 | No |
| 118 | 118 | `B' type choke as per specification No.IRS-S-65/83 Amndt -1 or latest. | item118 | 1 | No. |
| 119 | 119 | Fibre glass Track Lead Junction Boxes as per Drg. No. IRS(s)Drg. No.SA-20/01/M made of FRP complete with one way terminal block and 450 mm long, 25mm dia plastic HDPE pipe. termination of signalling cable for the use of track circuit. | item119 | 1 | No. |
| 120 | 120 | Low Maintenance secondary cell of 80AH. Confirming to RDSO Spec. No. IRS:S88/2004 (A) Amndt.-1 or latest. | item120 | 1 | No |
| 121 | 121 | Channel Bond pin single groove. Tnned or Zinc coated 7mm dia. As per RDSO specn. No. IRS:S-17/75 with Ammendment 1 for bonding track ckt. Wires. | item121 | 1 | No. |
| 122 | 122 | G.I.Bond wire soft 8 SWG for bonding resistance -132 ohm/Km. at 27 deg.C. to IS-279 | item122 | 1 | Kg. |
| 123 | 123 | Nylon Insulated rail joint complete as per specn.IRS-S-40/84 and RDSO's Drg.No SA-22101 (alt-6) for 52 kg rails /SA-22171 (alt-2) for 60 Kg rails/ SA-22191 (alt-2) for 90R rails comprising of :\na) Channel side plate LH -2 No.\nb) Channel side plate RH -2 No.\nc) End post - 1 No.\nd) Insulating plate. - 4 No.\ne) Bushes - 8 No.\nf) Long fish bolts. - 4 No. | item123 | 1 | No. |
| 124 | 124 | Relay, AC immune, plug-in type, style ‘QTA2’, neutral track, 9 ohms, 2F.1B contacts, front and back contact metal to carbon, complete with plug board, retaining clips and connectors confirming to BRS-939A, BRS-966 (Appendix F2), IRS-S-34 & IRS-S-23 (as applicable). | item124 | 1 | No. |
| 125 | 125 | Supply and fixing of Crank handle Box 1000 x 250 x 150mm made of 12 mm thick Teakwood with a glass front and padlocking and sealing arrangement as per standard practice. Pad locks to be supplied by contractor, all materials i.e. Teakwood, handle, hinges, Glass sheet of 3mm thick to be supplied by the contractor. Box to be polished and description to be painted as per instructions of Engineer in charge. | item125 | 1 | No. |
| 126 | 126 | Relay AC immune , Plug in type Style QSPA1 Neutral Line Slow to pickup, 24V DC 8F,4B contacts Front and back contactsMetal to Carbon complete with plug board retaining clips and connectors conforming to BRS:933A,IRS-S60 &IRS S23 (as applicable). The interlocking code for this unit shall be ABDEJ | item126 | 1 | No. |
| 127 | 127 | Relay AC immune, plug in type style QBCA1, DC based point contactor, 24V DC, 2F (HD) 4B contacts, front contacts heavy duty and back contacts metal to carbon complete with plug board, retaning clip and connectors confirming to BRS943, IRS S-34 & IRS S-23 interlocking code BCESK. | item127 | 1 | No. |
| 128 | 128 | Relay, AC Immune, plug-in type, Style \"QNA1K\" 24 V/1000 Ohm | item128 | 1 | No. |
| 129 | 129 | Supply of Electronic Timer Relay, 24 V DC, 60/120 sec. | item129 | 1 | No. |
| 130 | 130 | Universal Fail Safe Block Instrument (UFSBI) - Block proving with digital axle counter (BPAC) conforming to Specn. No. IRS: S-105/2012 (Ver.0 or latest) using Universal Fail Safe Block Interface (UFSBI) for Single Line and Double line operation consisting of the following: \na) Universal Fail Safe Block Interface (UFSBI) conforming to Specn. No. IRS: S-104/2012 (Ver.0 or latest) - 2 Nos,\nb) SM Panel (RDSO Drg. No. RDSO/S/32019) with accessories -\nc) Relay rack with double locking & sealing arrangement. Wiring diagram as per RDSO Drg. No. - RDSO/S/32020 - 2 Nos. Relays to be supplied with prewired relay rack QN1 = 44 nos., QL1=4 nos., QNA1=12\nd) Block Telephone RDSO Spn. No. RDSO/SPN/191/2005 = 2 Nos.\n | item130 | 1 | Set |
| 131 | 131 | HSSDAC:Supply of High Availability Single Section Digital Axle Counter System complete with dual detection as per RDSO specification No. RDSO/SPN/177/2012 (Ver 3.0) or latest consisting of: (i) Track Side High Availability Single Section Digital Axle CounterSystem DACF-720P=2 Nos. (ii) High Frequency TX coil & RX Coil (AD-711) (Each set consisting of web mounting type 2Nos. TX nd 2 Nos. RX Coil)= 2 Sets. (iii) Vital Relay Box Model VR-722=02 Nos duly wired with the following relays Vital Relay QN1 K.24V 6F-6B=02Nos. b) Reset Relay QN1K.24V 6F-6B=01Nos. c) PR Relay QNN1 24V 6F-2B (Dual)=1No. (iv) Clamp withDefletorPlstes and hardware= 4 Nos.(v) Reset Box model No. 259A=02Nos. (vi) Surge Voltage Protection Device Mounted on DIN Rail= 02 Nos. | item131 | 1 | Set |
| 132 | 132 | Electrical point machine, IRS heavy duty non-trailable rotary locking type 143mm throw to operate on 110V DC complete with lock & detector slides and cable termination box as per IRS:S-24/2002 (Amd 1) & IRS-S-37/82 (Amd 3 or latest), Drg. No. S-10910 for motor Assembly Drg. No. S-10800. (One No. tool kit will be supplied for installaton for a group of 08 Nos of point machine) including ground connection | item132 | 1 | No |
| 133 | 133 | Insulation for gauge tie plate for BG as per IRS-S-40/84 and drg.No.T-10372, T-10368, T-10371 each set comprising of :\na) Insulating plate - 2 No.\nb) Bushes - 6 No.\nc) Washers - 12 No. | item133 | 1 | set |
| 134 | 134 | Insulation for following & leading P-way stretcher bar for BG as per IRS-S-40/84 & drg.no.10367 10368 & 10371 each set comprising of :\na) Insulating plate - 2 No.\nb) Bushes - 2 No.\nc) Washers - 4 Nos.\n | item134 | 1 | set |
| 135 | 135 | Insulation for 'P' bracket for point machine as per Rly. design each set comprising of :\na) Channel side plate LH -2 No.\nb) Channel side plate RH -2 No.\nc) Bushes - 4 No.\nd) Washers - 4 No. | item135 | 1 | set |
| 136 | 136 | Single apparatus case Full steel RE with 'E' type locks and key ward No 42 & handle as per Drg No. RE/S&T/ALD/SK/219/82 & 221/82 with Alt.B. | item136 | 1 | No. |
| 137 | 137 | Apparatus case steel RE half with 'E' type locks and key ward No 42 & handle as per Drg No. RE/S&T/ALD/SK/220/82 & 221/82 with Alt.B. | item137 | 1 | No. |
| 138 | 138 | Key Lock 'E' type with key Drg.No.SA-3376/M. Alt-2. Spec.No.IRS-S-30/64 different wards. | item138 | 1 | No. |
| 139 | 139 | Design, prepearation & supply of Six (06) hard copies of each documents along with soft copy for the mention below alongwith original tracing on a standard 7.5 microne polyester film in AUTO CAD FORMAT. (The item includes supply of two sets of drawings for approval and corrections thereon as suggested by RITES) | item139 | 1 | station |
| 140 | 140 | i) Cable route plan | item140 | ||
| 141 | 141 | ii) Location box details with location wiring diagram | item141 | ||
| 142 | 142 | iii) Cable termination details | item142 | ||
| 143 | 143 | iv)Cable corage plan | item143 | ||
| 144 | 144 | v) C.T. Rack details | item144 | ||
| 145 | 145 | vi) Track bonding plan | item145 | ||
| 146 | 146 | vii) Cable jointing details | item146 | ||
| 147 | 147 | viii) Signal lighting circuit | item147 | ||
| 148 | 148 | ix) Circuit diagram for LC Gate No. | item148 | ||
| 149 | 149 | x) Gate Working Rule with Gate Signal Diagram | item149 | ||
| 150 | 150 | Supply of SLB/BSLB/SB/GWB/C-on Board as per RDSO Drg No SA-2373 with latest amendment, Casting, concreting and curing of foundation & erection SLB/BSLB/SB as per Drg No.NR/S&T/CON/7.4/97 has to be done by contractor. | item150 | 1 | No |
| 151 | 151 | Supply of hand cuff (universal) locks with key (one key for every 4 locks). | item151 | 1 | No |
| 152 | 152 | Supply of Jumper PVC insulated Jumper (Lead wire) 7 strand\n | item152 | 1 | MTRS |
| 153 | 153 | Supply, Installation, Testing, Commissioning and Integration of the complete System of Microprocessor Based Networkble Analogue Addressable up to 64 nodes 1 Loop Fire Alaram control Panel With Minimum 320 Character LCD Display the panel should be equipped with sufficient nos. of loop. (As per RDSO Specification No. RDSO SPN217/2016 ver 1.0 or latest). Supply of 06 multi detector, 01 Hooter & Strobe, 01 Analogue Addressable Manual Call Point With infegal short circult isolator, analogue addressable protocol having status LED for alarming & standby mode. Electronically addressed, 01 FRLS armoured cables & power with all accessories for connection of all Fire alarm devices. | item153 | 1 | NOS |
| 154 | 154 | Supply and Installation of Demineralizer plant of aquaguard make or similar capacity 65 Litres per hour approx. This includes all thepipe connections from water source to unit and also to collection unit. | item154 | 1 | NOS |
| 155 | 155 | Supply & installation of Annunciator (Multiway telephone exchange) 10 lines as per RDSO Drg no. TCA-3352 (Adv.) or latest. | item155 | 1 | Nos |
| 156 | 156 | Design, Manufacturing & supply of electrically operated lifting barrier 110V AC/DC as per requirement (as per RDSO spec RDSO/SPN/208/2012 ver.2.0 or latest )complete set along with pedestal driving and driven mechanism, booms length as per site requirement up to 9.76 mtr (approx.10Mtr), balancing weight, boom support and motorised boom locking arrangement, circuit controllers, operating panel,road warning bell, hand generator (applicable only for DC operated Gate) & crank handle for emergency operation with all accessories complete in all respect (A set consists of two boom and other accessories as per RDSO's latest Specifications). | item156 | 1 | SET |
| 157 | 157 | Spare Booms for Electric Lifting Barrier as per RDSO Drg No RDSO/S-11600 or latest & RDSO specification no RDSO/SPN/ 208/2012 ver.2.0 or latest. | item157 | 1 | SET |
| 158 | 158 | Supply of emergency sliding boom complete with all accessories for L/B gate. | item158 | 1 | Nos |
| 159 | 159 | Supply, writing and fixing of description boards made of ply 6mm thick with white sunmica glued over its surface and 1\"x1\" wooden batton fitted all around onthe rear as per instruction of Engineer at site. All the materials to be supplied by contractor. | item159 | 1 | Nos |
| 160 | 160 | Supply & laying of anti-static PVC flooring with adhesive ( 2.00 mm thickness) in Relay room/equipment room/Data logger room/Axle counter room as per instruction of Engineer at site. | item160 | 1 | sq.mt |
| 161 | 161 | Supply of fuse auto changeover system (FACS main system) as per RDSO/SPN/209/2012 Rev. 1.0 Type I capable of monitoring fuse of various ampere rating, working voltage-\n24 VDC. Installation , wiring, Testing and commissioning of Fuse Alarm System. It consists of fixing of modules of fuse alarm system on existing relay rack, wiring from existing fuses to modules, soldering, lacing etc. working to be executed without affecting the functioning of the existing the work shall be supplied by the contractor. | item161 | 1 | NO |
| 162 | 162 | Supply of Hydrometer of reputed make for measuring specific gravity of the battery graded acid with mounting stand in battery room /location boxes.\n | item162 | 1 | NO |
| 163 | 163 | Supply of Transformer 3KVA 230V/130/110V as per IRS Spe c No.S-72-88 with latest amendment. | item163 | 1 | NO |
| 164 | 164 | Supply of electronic Cable Route Locator/Tracer equipmentof C-scope/Stanley make or similar. (i) Cable avoidance tool DXL2 digital under ground cable & pipe locating receiver and cable avoidance tool. (ii) SGV2 signal generator. (iii) Signal lamp accessory ST-SC. (iv) Carry bag ST-CB and as per technical specification. | item164 | 1 | NO |
| 165 | 165 | Supply of cable fault locator for underground cable as per model no. Telscout TS-90 (Test signal output1/2 Sine, Pulse width 5nsec to 2500nsec, Max Range:1500m, Filter cut-off Frequency:150kHz(High Pass Filter), Gain:0 to 63dB), Stanley or similar branded make as per specification. | item165 | 1 | NO |
| 166 | 166 | Supply of Digital insulation Tester (Megger) 100 V,Motwani, Philips or equal to make. Inspection. | item166 | 1 | NO |
| 167 | 167 | Supply & installation of 30/40 lines JB with prov. of terminals and board 6mm thick hylum sheet to be supplied by contractor including terminals (to suit RE area) as per sketch no. RE/S&T /ALD/SK/227/82 or Latest. | item167 | 1 | NO |
| 168 | 168 | TELECOM SUPPLY | item168 | ||
| 169 | 169 | Supply of managed SDH STM-1 ADM conferming to TEC specification no.GR/SDH-04/03 MAR 2005, with (L1.1) aggregate optical interface, order wire, fully wire and equipped for 21E1 & minimum 4/8 port 10/100Base Telectrical interface (with LCAS and GFP) and upgradeable to full 63E1s with all common cards, DDF and all other accessories, manuals etc., with required software. It shall be equipped with redundant power supply card. It shall support a minimum of 3 Nos. of E3/DS3 in a single card and the selection shall be software configurable. | item169 | 1 | No. |
| 170 | 170 | Supply & installation of Fibre Distribution Management System, 19\" rack mountable for 2x24 fibre OFC with connector, patch cord & pigtails as per specn. No. RDSO/SPN/TC/ 37/2000 (Ver. 3) with latest amendment suitable for termination of 2x24 fibre OFC.\n | item170 | 1 | No |
| 171 | 171 | Supply of hardware for NMS as per required specification including one no. Monitor 19\" TFT and six nos. flash RAM type pen drive as per the specifications enclosed. NMS for SDH/STM and 2 Mb Mux shall be loaded in this equipment. | item171 | 1 | No. |
| 172 | 172 | Supply of 2MB programmable primary digital drop insert multiplexer as per RDSO spec. IRS-TC 68/2004 or latest with conference facility and other stipulations of tender documents fully wired for 30 channels complete with power supply card, remote control, supervision facility and all other accessories, installation materials, manuals etc. It should have facilities to accommodate data interface card in multi drop mode and should be able to support card needed for video conferencing and ISDN. It shall also support NMS operations from local/remote locations.\n\nThe above MUX should be equipped with following circuits.\ni) 2 wire/ 4 wire E & M VF circuits (Minimum 24 nos.)\nii) Subscriber loop circuits (Minimum 2 nos.)\niii) Exchange loop circuits (Minimum 2 nos.)\niv) Minimum 2 x 64Kbps co directional data circuits-3 nos or 64 kbps co directional data circuits - 6 nos.\n | item172 | 1 | No. |
| 173 | 173 | Supply of 19\" covered rack (2.2m height min), vero president/Rittel make or similar with Glass front door complete with all fittings for housing SDH equipment, primary muxes, DDF, MDF using Krone module, cooling fan and other equipments like runway ladders etc. completely wired and equipped with intergrated protection modules for all channels as per technical specifications and other stipulations of tender document. It should be possible to lock all the equipments with only order wire telephone remaining outside the rack. | item173 | 1 | No. |
| 174 | 174 | Supply maintenance free VRLA secondery cells duly charged of 48V 200 AH and each 2.0 V when fully charged 200 AH capacity alongwith accessories i.e. intersell connectivity links/float, 4 nos. insulators for each cell 24 nos. of cell per set as per RDSO Spcn.IRS/S/88/2004 amendment - 1 revision with latest amendments with cuitble steel/ hylam tray battery rack to install/house batteries. | item174 | 1 | set |
| 175 | 175 | Suppy of 48V, 50 amps battery charger for telecom use as per No.RDSO/SPCN/TL/23/99 (ver.4) or latest in N+1 configuration i.e. using 3 modules of 25 amps with automatic switching between the modules for two sets of 200 AH battery. It shall be equipped with surge and lightening protection of class `B' and `C' the configuration shall be decided as per site requirement. | item175 | 1 | No. |
| 176 | 176 | Supply of 50 pair PIJF- .63 mm cable \n | item176 | 1 | Km |
| 177 | 177 | Supply of CAT-6 cable 10/100/1000Mbps. | item177 | 1 | Km |
| 178 | 178 | Supply, Installation & commissioning of PVC type Casing -Capping 32mm 2 mtrs each piece , Thickness 1.2 mm | item178 | 1 | Km |
| 179 | 179 | Supply of lightening and surge arrestors of class B&C suitable for single phase supply in TT network as per amendment 5 of RDSO spec.No . RDSO/SPN/ 165/2004 or Latest and as recommended by RDSO letter No.STS/E / IPS/GENL dated 27.01.06(Amendment 5) | item179 | 1 | Set |
| 180 | 180 | Supply of one Quad VF 2T transformer joint assembly of VF transformers 470:470/1120:470 as per IRS TC/76/2000 with ammendment - 1 or latest | item180 | 1 | No. |
| 181 | 181 | Supply of DTMF 4 wire based Headquarters Equipment for Control circuits as per RDSO spec No.IRS.TC..60/93 (or latest) with power supply unit to suit RDSO Spec No.IRS.TC.72.97 (or latest) | item181 | 1 | No. |
| 182 | 182 | Supply, installation & commissioning of 4 wire DTMF way station Equipment as per RDSO specification No. IRS:TC:60/93 with Amnd. 4 or latest alongwith compatible way station telephone as per RDSO Spec. No. IRS:TC:38:97 with Amnd. No. 1. Item includes their, installation, testing & commissioning with contractor's all materials required for installation. | item182 | 1 | No. |
| 183 | 183 | Supply of 4 wire DTMF Control Telephone spec.IRS-TC-38/97 with Amendment-1 or latest Tummala make or similar) | item183 | 1 | No. |
| 184 | 184 | Supply, installation & commissioning of Power supply for DTMF equipment/Selective calling telephone to RDO spec. IRS:TC:72:97(or latest) with 12v 7AH battery | item184 | 1 | No. |
| 185 | 185 | Desk type 2 wire DTMF, 12 way selective calling calling group telephone as per RDSO specification no IRS:TC:80:2000 (Set of 12 telehones) | item185 | 1 | Set |
| 186 | 186 | 2 pair 0.63 mm PVC insulated Unarmoured Telephone cable as per Technical specification of GR/WIR 06/03 March-2002 | item186 | 1 | km |
| 187 | 187 | 5 pair 0.63 mm PVC insulated Unarmoured Telephone cable as per Technical specification of GR/WIR 06/03 March-2002 | item187 | 1 | km |
| 188 | 188 | Schedule- B (Execution of S&T) | item188 | ||
| 189 | 189 | Installation, wiring, programming, Bell test,Site acceptance test (SAT), commissioning, Screening arrangementnt with Copper strips ,lightening- protection arrangement,Earthing wiring etc as per Railways practice and All Pre-commissioning tests of EI and other equipments supplied against each station, as per latest technical specifications of RDSO and OEM . This also includes preparation of design documents and supply of materials for installation, wiring, grouting, cutting of floors, walls etc. refilling of same, replastering, required CC/mesonary works, termination of cables with lugs/connectors, painting/lettering on relay rack/termination rack are to be done by the contractor. | item189 | ||
| 190 | 190 | i) Hind | item190 | 1 | System |
| 191 | 191 | ii) Thana Bhawan | item191 | 1 | System |
| 192 | 192 | iii) Nanauta | item192 | 1 | System |
| 193 | 193 | iv) Rampur Manhyaran | item193 | 1 | System |
| 194 | 194 | v)Manani | item194 | 1 | System |
| 195 | 195 | Training for O&M Staff | item195 | ||
| 196 | 196 | Training of Technician/Jr. Engineers in installation, Testing, commissioning & trouble shooting of Electronic interlocking supplied against item no. 1 of this schedule including provision of hard copies of course modules for each trainee. | item196 | 1 | Man month |
| 197 | 197 | Training of Sr. Engineers/Managers in installation, Testing, commissioning, trouble shooting and Repairs supplied against item no. - 1 of this schedule including provision of hard copies of course modules for each trainee. | item197 | 1 | Man month |
| 198 | 198 | Testing and commissioning of complete signalling system integration with outdoor gears ,slotting, etc at the staion as a whole. All artisan staff and labours required for testing and with MACLS work shall be provided by contractorfor for indoor and outdoor work. Testing equipment such as simulation panel, signal and point operation simulation arrangement, multimeter,etc. shall be provided by contractor at his own cost. testing shall be carried out by contractor in presence of engineer-in-charge up to his satisfaction and neccesary alterations shall be done. Contractor shall depute sufficient staff to carryout outdoor work during commissioning for completion of work within stipulated time.It also includes provision of temporaty tents/Huts,arranging lights,Chairs & tables, provision of temorary telphones,snacks/drinking water for NI staff round the clock at site etc as reqired duing the NI period in Railways. | item198 | 1 | LS |
| 199 | 199 | Termination of all cores of all types of Indoor/outdoor cables (Excluding termination in location boxes and terminations on items coming under item No.1 of Schedule A (Supply )after its laying, on both ends and providing number ferrule on each core. This also includes fixing of ARA terminals/disconnecting type terminal block/ 8 way strip, meggering and preparation of test report for core to core and core to earth on prescribed proforma for each core of the cable separately. This also includes dressing and lacing of cables on both ends. Proforma for testing and material for lacing to be supplied by the contractor. | item199 | 1 | Core |
| 200 | 200 | RELAY ROOM | item200 | ||
| 201 | 201 | Erection of cable termination rack. Clamping of cables, Numbering of cables with engraved aluminium strips, Supply of nuts & bolts, MS clamps & cement for massonary works.This will also include paintng of Cable/core particulars for each trminationwith contractors own paint.The place for erection of Termination Rack shall placed as decided by Site Engineer | item201 | 1 | No |
| 202 | 202 | Installation of relay rack assembly complete alongwith wall supports, sccaffolding, ladders/runway for cables, relay base plates etc. This includes Fixing of Relays with retaining clips, Fixing of disconnecting type terminals/ARA Terminals, PBT Fuse bases( supplied under Schedle A,) , termination of cable cores/wires, Supply of nuts & bolts, MS clamps & cement for massonary works.:This will also include Painting of Relay description on the front side and back side of the Relays as per instruction of site engineer. | item202 | 1 | No |
| 203 | 203 | Installation, wiring, testing and commissioning of multi channel earth leakage detector including supply of mounting arrangement. | item203 | 1 | No. |
| 204 | 204 | Necessary arrangement for manufacture, transportation & installation of station masters console for fixing telephones & other equipments as per instruction of Engineer incharge. This includes : All materials like 25mm thick hylum sheet etc. required for the above including sundry items like bolts & nuts, screws, MS angle / flat shall be supplied by the contractor. | item204 | 1 | Job |
| 205 | 205 | POWER SUPPLY/BATTERIES | item205 | ||
| 206 | 206 | Installation, wiring, testing and commissioning of Integrated Power Supply (IPS) system, at station/cabin as per technical specification and instructions given in Installation manual of OEM. Approval for installation drawings shall be obtained from project consultant before installation. This includes supply of all materials required for installation and initial charging of low maintenance Lead-Acid batteries (3 cycles). | item206 | 1 | System |
| 207 | 207 | Installation of DG set, testing and commissioning. This includes casting of vibration free foundation, installation of ASM panel, outlet for exhaust panel, laying of power cable from DG room to ASM room for remote operation of DG set and wiring of DG set of ASM panel, laying of cables/wires should be carried out in HD PVC channel/ conduit pipe. This includes cost of all mateials required for installation except DG set and perASM panel. Wires/cables as extant practice on Railways and instruction of Engineer at site. | item207 | 1 | Per KVA |
| 208 | 208 | Installation,wiring,testing & commissioning of LT power panel with auto change-over at Central Cabin. This includes fixing of power panel.termination of LT cables & fixing of Auto-change-over management and its wiring and supply of MS angle,nuts & bolts etc. | item208 | 1 | Nos. |
| 209 | 209 | CABLE LAYING | item209 | ||
| 210 | 210 | Excavation of Trench, Depth 1.0 Mtr. & width 0.3 Mtr., in all soils including soft/hard rocky area and clearing of roots of trees, bushes, rocks etc., ballast and reconditioning etc., (including bailing out water and disposal of extra soil) including back filling with excavated earth and ramming of trenches after cable laying for the following depth and width as given below. The contractor has to conduct detailed site survey of the cable route. Prepare a plan to get approval of the owner's authorised representative, putting white lime powder marking before excavation of earth under supervision of owner's authorised representative. Wherever several cables of different categories have to be laid in the same path, all cables shall be separated with brick through out the length, instead of seperate trench in the concerned area. | item210 | 1 | Km |
| 211 | 211 | Excavation of cable trench of 1.0 m. depth & 300 mm. wide across the track width at level / track/Road crossing platform & refilling after laying DWC/RCC pipe (laying of DWC/RCC pipe shall be paid under separate item of schedule) as per cable route chart & technical specification as per Drg.NO.NR/SIG/CABLE/005. This include repairing and plastering of platform/pucca road after cable laying. | item211 | 1 | Mtr. |
| 212 | 212 | NOTE:- Power cable, signalling cable, Quad cable, PIJF, OFC etc. as mentioned above, where required, shall be laid in the same trench as signalling cable but in a separate pipe. | item212 | ||
| 213 | 213 | Cutting smoothening of inside surface of chase in concrete or hard rocks having size 80mm depth & 70mm width. This work includes laying & covering of cable laid in the chase with brick (225 x 100x 75 mm) i.e. 9 bricks per meter second class bricks placed & embedded longitudinally & plastered on the top of the bricks as per drg No. RITES/SIG/GEN/025-98. This item includes the cost of bricks, cement & sand etc. | item213 | 1 | Mtr. |
| 214 | 214 | Filling of cable duct by sieved silver/fine sand after laying of cable in relay rooms. Supply of sand shall be made by the contractor. | item214 | 1 | Cum. |
| 215 | 215 | Fixing/ laying of DWC/RCC pipes for laying of cables (including under-neath the track, Road crossing or other platform cutting etc.) as per drg.No. NR/SIG/CABLE/006. | item215 | 1 | Mtr. |
| 216 | 216 | Fixing of Galvanised iron pipe 100 mm dia. on panel buildings. This includes supply of clamps, support, nuts, bolts etc. & concreting of ends with brick masonary work including supply of cement, sand an aggregate. | item216 | 1 | Mtr. |
| 217 | 217 | Laying of 40/33 mm dia HDPE pipe as per approved cable route plan in the excavation trench at 1 mtr depth. | item217 | 1 | Km |
| 218 | 218 | Transportation of cables in roll with or without wooden drums to work site and meggering before loading and after laying, and recording the values in cable insulation register along with representative. | item218 | 1 | Drums/Rolls |
| 219 | 219 | Laying of signalling/Telecom cable in the trench/GI/RCC/DWC pipe as per cable route plan (Note: before issuing of cable to the contractor, the cable will be meggered jointly by the contractor and RITES Engineer at site and meggering certificate will be submitted in the office of the Engineer In Charge. Where cable is laid in HDPE pipes, no protective bricks are required. The same procedure will be adopted after the cable in laid at site without which no payment will be made to the contractor. If the insulation resistance after laying of cable is less than the reading previous meggering report. The contractor will have to repair or replace the defective cable at his own cost for which no charges will be paid . | item219 | 1 | Km. |
| 220 | 220 | Providing Heat Shrinkable joint for all type of S&T cable with contractor's all materials. | item220 | 1 | No. |
| 221 | 221 | All the materials required for the work are to be arranged by the contradtor himself at his own cost except Thermoshrinkable jointing kit which is already covered in Supply portion of the tender.After jointing the cable through test such as insulation test,Continuity cable losses etc. to be carried out jointly with the Railway Engineer. If any defect or any damage observed during jointing, the contractor should redo the joint free of cost. | item221 | ||
| 222 | 222 | POINT MACHINE | item222 | ||
| 223 | 223 | Installation, wiring, testing and commissioning of 110 V, DC point machine as per specifications and approved wiring diagrams. This includes: | item223 | 1 | No |
| 224 | 224 | Fixing of point machines on MS plate fixed on sleepers complete with fixing of anti theft covers, cable terminal box, ground connection. | item224 | ||
| 225 | 225 | Fixing of insulation for gauge tie plate and crossing plate for 52 / 60 Kg. points and crossings. | item225 | ||
| 226 | 226 | Fixing of insulation for switch extention pieces (D brackets) and leading & following stretcher bars. | item226 | ||
| 227 | 227 | Wiring from the cable termination box to the point machine as per specifications. | item227 | ||
| 228 | 228 | All smithy works. | item228 | ||
| 229 | 229 | Supply of MS plates, flat, angle, bolts, nuts, pins as required.This item also includess supply & fixing of GI pipe bend for the protection of cable from cable termination box to piont machine. | item229 | ||
| 230 | 230 | Testing the point machines from point of operation including testing with 5 mm test piece. | item230 | ||
| 231 | 231 | P-way works required before provision of point machines such as .squaring of switches, packing and leveling/alignment of track,easing or rails on either side of points to be interlocked,making proper spacing of sleepers etc | item231 | 1 | Job |
| 232 | 232 | Fabrication, supply and erection of number plate for point machine as per Drg. No. RITES/S&T/ROU/ PMNP-01 and as per instruction of Site Engineer. This includes supply of MS Plate (Size: 350mm x 250mm, 3mm thick), MS Angle (Size: 25mm x 25mm, 3mm thick), Cement, Sand, Aggregate, Paint and all other material required for this work. All the smithy mechanical and electrical work/arrangement shall be done by the contractor at his own cost. Point Number shall be written in black on yellow background in 150mm height on both side of the plate. | item232 | 1 | No. |
| 233 | 233 | Track Circuit | item233 | ||
| 234 | 234 | Fixing & wiring of track circuit equipment such as battery chargers, track feed resistance, `B' type choke, relays batteries etc. as per approved wiring diagram in location box. This includes :- \n(i)Supply, fabrication & fixing of duly varnish teakwood planks of 25 mm thick. \n(ii)Supply of fixing material. | item234 | 1 | No. |
| 235 | 235 | Installation, wiring, testing & commissioning of DC track circuits as per approved standard practice. This includes :\na) Installation of all types of lead wires, jumpers and rail head continuity bonds ,insulation joints using contractors own consumables & pin brazing machine \nb) Fixing of track lead junction boxes as per drg. No. RITES/SIG/GEN/039-2007. This also includes painting of TLJB.\nc) Charging of track Batteries, Energising the track circuit and testing with 0.5 ohms train shunt resistance. | item235 | ||
| 236 | 236 | (i) On straight portion of track | item236 | 1 | No. |
| 237 | 237 | (ii)On point and crossing portion of track | item237 | 1 | No. |
| 238 | 238 | Installation, wiring, testing and commissioning of Block Instrument - Block proving by Axle Counter (BPAC) along with Universal Fail Safe Block Interface (UFSBI). This includes supply of all the materials (which are not covered in supply schedule) required for the job . | item238 | 1 | Pair |
| 239 | 239 | COLOUR LIGHT SIGNALS | item239 | ||
| 240 | 240 | Excavation of pit, casting & plastering of concrete foundation for C.L.Signal & ladder. as per drg.No.SK-15/10. This includes : Supply of cement, sand, stone chip & mixing in the ratio 1:3:6. | item240 | 1 | No. |
| 241 | 241 | Erection of 2 aspect colour light signals.This includes : | item241 | 1 | No. |
| 242 | 242 | Erection of surface base, signal post, signal unit, junction type route indicator, shunt signal on offset bracket,calling on signal, ladder with guard & platform. Fixing of signal number plate, P/C/G marker & blanking-off signals. It will also include protective screen, wherever required.Fixing of hoods & LED lamp units with current regulating transformer on 2 aspect signal. Termination of the tail cable in the signal unit.This incuded digging/pulling of cable already laid. This item includes the cost of all the fixing materials required to execute this activity. | item242 | ||
| 243 | 243 | Wiring & testing of signal unit as per the specifications and directives of engineer at site. | item243 | ||
| 244 | 244 | Erection of 3/4 aspect colour light signals.This includes : | item244 | 1 | No |
| 245 | 245 | Erection of surface base, signal post, signal unit, junction type route indicator, shunt signal on offset bracket,calling on signal, ladder with guard & platform. Fixing of signal number plate, P/C/G marker & blanking-off signals. It will also include protective screen, wherever required.Fixing of hoods & LED lamp units with current regulating transformer on 2 aspect signal. Termination of the tail cable in the signal unit.This incuded digging/pulling of cable already laid. This item includes the cost of all the fixing materials required to execute this activity. | item245 | ||
| 246 | 246 | Wiring & testing of signal unit as per the specifications and directives of engineer at site. | item246 | ||
| 247 | 247 | Testing & commissioning of 2 /3/4aspect colour light signals. | item247 | 1 | No |
| 248 | 248 | Excavation of pit, casting & plastering of concrete foundation for shunt signal. As per Drg. NoSK-16/10. This includes : Supply of foundation nuts & Bolts, cement, sand, stone chip & mixing in the ratio 1:3:6. | item248 | 1 | No |
| 249 | 249 | Erection of shunt signal. This includes : | item249 | 1 | No. |
| 250 | 250 | a). Erection of surface base, shunt signal post, shunt signal unit. | item250 | ||
| 251 | 251 | b). Fixing of hoods and LED lamps with regulating transformer. | item251 | ||
| 252 | 252 | c). Termination of the tail cable in the signal unit. | item252 | ||
| 253 | 253 | d). Wiring of shunt signal unit with wiring material. | item253 | ||
| 254 | 254 | e) Necessary arrangement of material to be used by bidder own arrangement. | item254 | ||
| 255 | 255 | APPARATUS CASE | item255 | ||
| 256 | 256 | Excavation of pit, casting of concrete foundations for full location box as per Drg.No.NR SK -18/10. This includes : Supply of Foundation Bolts and nuts, cement, sand, stone chip & mixing in the ratio 1:3:6. | item256 | 1 | No. |
| 257 | 257 | Erection of full location box on foundation including fixing of `E' type lock & locking arrangement, wiring, testing & commissioning as per approved disposition plan & wiring diagram. This includes - | item257 | 1 | No |
| 258 | 258 | (i). Necessary arrangement of material& fixing of hylum sheet on 25 x 25 x 3 mm angle iron frame , resin bonded 10 mm thick grade P3 in standard size for shelves, boardfor fixing ARA terminal, disconnecting type terminal blocks, fuse blocks etc. | item258 | ||
| 259 | 259 | (ii). Termination of cables with number embossed ferrules, bunching of cables with PVC tape including supply of ferrules, tape, cable fixing clamps etc.This also includes clamping of cables with contractors own material | item259 | ||
| 260 | 260 | (iii). Filling up pit inside the location box by sand and plastering on the top of the sand. | item260 | ||
| 261 | 261 | (iv). Fixing of terminals, 8 way strips, disconnecting type terminal blocks, fuse blocks, N.D. fuses, etc. as per approved wiring diagrams. | item261 | ||
| 262 | 262 | Excavation of pit, casting of concrete foundations for half location box as per as per TS para.-8 &9 and Drg.No.Drg.No.SK- 17/10. This includes: (i) Supply of 4 nos. anchor bolts as per RDSO drawing no. SA-112A with nuts and washers. (ii) Supply of cement, sand, stone chip & mixing in the ratio 1:3:6. | item262 | 1 | No. |
| 263 | 263 | Erection of half location box on foundation including fixing of `E' type lock & locking arrangement wiring, testing & commissioning as per approved\ndisposition plan & wiring diagram. This includes :\n(i) Supply & fixing of hylum sheet, resin bonded 10 mm thick grade P3 for fixing ARA terminal, fuse blocks etc.\n(ii) Bunching of cables with PVC tape including supply of ferrules, tape, cable fixing clamps etc.\n(iii) Filling up pit inside the location box by sand and plastering on the top of the sand.\n(iv) Fixing of angle iron frame for \"Q\" type relays in location box. This includes supply of angle iron for fixing relays.\n(v) Fixing of terminals, fuse blocks, N.D. fuses, etc. as per approved wiring diagrams and dwg. No. RITES/SIG/GEN/054-09 | item263 | 1 | No. |
| 264 | 264 | Supply and Installation of Earth electrode assembly and concrete encloser with cover as per drg. No. RITES/SIG/GEN/013-98 and RITES/SIG/GEN/014-98 respectively. This includes providing connection to location box, signal unit, block instruments, cables etc. through GI wire 8 SWG suitably sparted on MS flats size 30 x 3 mm as per drg.No. RITES/SIG/GEN/015-98, RITES/SIG/GEN/016-98 & RITES/SIG/GEN/017-98. This includes:\n(i) Diging of pit in earth 3 m deep.\n(ii) Casting of cement concrete enclosure as per drg.No.RITES/SIG/GEN/014-98.\n(iii) Soil treatment as per standard practice involving supply & pouring of salt & charcoal.\n(iv) Connecting the equipment through earth lead wire & soldering.\n(v) Supply of cement, wiring material & soldering material.\n | item264 | 1 | No. |
| 265 | 265 | Dismantling of the following: - | item265 | ||
| 266 | 266 | Signal posts/BSLB/SLB/Stop Board. | item266 | 1 | No. |
| 267 | 267 | Steel apparatus case with fittings. | item267 | 1 | No. |
| 268 | 268 | Relay racks with all fittings, battery racks complete, Equipment rack complete, SM`s slide. | item268 | 1 | No. |
| 269 | 269 | Battery charger, Battery set etc.TLBI, DLBI and other Misc. equipments. | item269 | 1 | No. |
| 270 | 270 | Complete lever frames, inside and Outside leads, all ground gears. | item270 | 1 | No. |
| 271 | 271 | Lifting barrier complete. | item271 | 1 | No. |
| 272 | 272 | TLJB/Point JB | item272 | 1 | No. |
| 273 | 273 | Location Foundation/ Signal Foundation. | item273 | 1 | No. |
| 274 | 274 | PAINTING | item274 | ||
| 275 | 275 | Painting of two coats of enamel paint over one coat of Red oxide primer on the following items after scrapping and cleaning of the surface whereever necessary. Primer & paints both Asian make are to be supplied by contractor. Location boxes inside & outside surfaces with Aluminium paint. | item275 | ||
| 276 | 276 | Full case | item276 | 1 | No |
| 277 | 277 | Half case | item277 | 1 | No. |
| 278 | 278 | Painting of Main signal post with signal unit, surface base complete with route indicator, dependent shunt, calling On unit, ladder fittings as per Indian.Rlys. standard practice. | item278 | 1 | No |
| 279 | 279 | Painting of two coats of enamel paint black Asian and Aiuminium white as approved by Site engineer over one coat of primer on Shunt signal unit , base and post | item279 | 1 | No |
| 280 | 280 | Painting of two coats of enamel paint black Asian and red oxide as approved by Site engineer over one coat of primer on point machine and ground connection respectively | item280 | 1 | No |
| 281 | 281 | Necessary arrangement of material, installation & commissionig of Pre-wired Crank Handle cum key lock relay box along with LEDs, TEKNIC make push buttons, 8-way terminal strips, string rod etc. as per instructions of Engineer at site. | item281 | 1 | No. |
| 282 | 282 | Cement concrete work for miscellaneous items with supply of cement, sand, stone chips and mixing in the ratio 1:3:6. This item includes excavation, raming, curing and plastering with cement & sand mixture (stone chips size not exceeding 40mm). | item282 | 1 | Cu.Mtr |
| 283 | 283 | Providing brick massonary in ratio 1:6 cement and mortar including plastering with 1:4 cement and sand mixture both sides. 20mm thick each with contractor's own IInd nd class bricks including excavation curing, grouting,bolting etc. Whereever required bricks sand and cement to be supplied by the contractor. | item283 | 1 | Cu.Mtr |
| 284 | 284 | All work of horizontal boring and trenchless cabling along with supply, transportation and insertion of double wall corrugated pipe -( ISI marked ) conforming to RDSO Spec no.RDSO/SPN/204/2011, and the laying of cable in the boring under the track / road by usingpipe of size 120 mm outer dia,103.5 mm inner dia in which required number of cables to be crossed. The depth of horizontal boring should be minimum 1.0 m from rail flange/road level. (This item will be used for track crossing of running lines). | item284 | 1 | mt |
| 285 | 285 | Blowing of OFC through HDPE duct & protective work (elicited in above item) already provided. Where it is not feasible to blow OFC due to curves, road/track crossings, bridges or for any other reason, OFC shall be drawn/laid manually as per standard procedure. All the equipments and machinery required shall be arranged by the contractor at his own cost. In case OFC is to be laid adopting Direct in trench method then this item shall be paid as per accepted rate of item no. (6h) of this schedule. OFC and HDPE pipe shall be supplied by the railway. | item285 | 1 | KM |
| 286 | 286 | LOADING AND UNLOADING | item286 | ||
| 287 | 287 | Providing AC Road Vehicle mentioned below for the use of Engineer/Employer as directed by engineer-in-charge. Note: Agency should provide / withdraw vehicle / vehicles on advise of engineer-in-charge. Engineer-in-charge shall advise the requirement (for providing or for withdrawal of vehicle or vehicles 7 days in advance). Vehicles will be required to work upto 4000 Km in a month. (Average Kms of all vehicles in all months shall be upto 4000 Km). Vehicles shall be available on all days for 12 hours a day (except one weekly off)- Tavera , Innova or similar (Upto a maximum of 5 vehicles at any time) | item287 | 1 | MONTH |
| 288 | 288 | Extra for running every additional km over and above 4000 Kms (for Tavera, Innova or Similar) | item288 | 1 | Per Km |
| 289 | 289 | Provision and establishment of site office (of 300 to 350 Sqm) for use of employer with AC, lights, fans, cubicles, tables/workstations, furniture, 3 desktops and 2 laptops with application software and UPS, printers, network photocopier, land line connection with wi-fi, fridge, stove for making tea etc, water dispenser for dispensing hot and cold water, 3 water kettles of each (5L and 2L), cups and saucers (20 sets), silent DG set of minimum 15 KVA and other facilities for making the office functional and making the office fully functional for use of employer(See special conditions about details, operation and stage payment of this item) - All these facilities and equipment will be property of the contractor at the end of project completion. | item289 | 1 | each |
| 290 | 290 | Running and maintenance of site office by providing watch and ward (3 persons), paying electricity bills, water bills, providing consumables for making tea, providing internet of at least 10 MBPS, providing / replacing drum and catridges for photo copier, providing stationary, providing canned RO water supply, diesel for genset, operation of genset, AMC of all the gadgets and facilities and other required activities for successful and efficient functioning of office (stationary not included) (See special conditions about details, operation and payment of this item) and necessary requirement for the officials etc | item290 | 1 | MONTH |
| 291 | 291 | Execution of NI and commissioning works facilating the furniture, tents, light, and all general items necessary during Pre-NI & NI it includes drinking water and food package for staff as per site incharge | item291 | 1 | No |
| 292 | 292 | Earth work for excavation and refilling around location boxes and signals etc. where necessary including 50M lead and 1.5M lift. The lead is to be measured from centre of gravity of location to the centre of filling and lift from main ground level. The earth work should be well rammed including breaking of clods,leveling and dressing etc. as per instruction of Engineer at site. | item292 | 1 | cum |
| 293 | 293 | Excavation of pit in and around the existing location boxes very carefully without damaging the working cables and shifting and turning the location boxes to clear of the infringement as instructed by the Railway representative at site. The work includes ensuring the safety of the signalling system, releasing the cable coils to give access forshifting/ turning the location boxes. Necessary masonry work and earth work in and around the location boxes to the required level shall be done as instructed by the Railway representative at site. if theexisting earth connection to the location boxes are disturbed the earth wires shall be the properly re-connected. (All materials required for the work shall be supplied by the contractor) (i) Shifting of apparatus case (full).Shifting of location box | item293 | 1 | No |
| 294 | 294 | Excavation of pit in and around the existing location boxes very carefully without damaging the working cables and shifting and turning the location boxes to clear of the infringement as instructed by the Railway representative at site. The work includes ensuring the safety of the signalling system, releasing the cable coils to give access for shifting/ turning the location boxes. Necessary masonry work and earth work in and around the location boxes to the required level shall be done as instructed by the Railway representative at site. if the existing earth connection to the location boxes are disturbed the earth wires shall be the properly re-connected. (All materials required for the work shall be supplied by the contractor) (ii) Shifting of apparatus case (Half). | item294 | 1 | NO |
| 295 | 295 | Installation testing and comissioning of electrically operated lifting barrier complete with casting of cement concreets foundations for padestals and boom rest post .Electric Lifting barrier shall be commissioned only if the installation is certified fit by theOEM and certificate from OEM is to be arranged by the contractor. | item295 | 1 | NO |
| 296 | 296 | Installation & Commissioning of Sliding Boom Gate as per technical specification attached. | item296 | 1 | NO |
| 297 | 297 | Installation, testing &commissioning of High Availability Single Section Digital Axle Counter Systemcomplete by OEM or itsauthorised dealer. The axle counter will be High Availability Single Section type with two\ndetection points and it ispossible to install it without trolley protection track circuit.The axle counter must consist of following: (a) Mounting of high frequency TX and RX coil-2 sets, each set consist of web mounting type 2 Nos. of TX and 2 Nos. of RX. TX & RX shall be supplied by Rly. (b) Mounting of track side digital axle counter Unit-2 Nos. (c) Fixing of vitalrelays etc. duly wired-2 Nos.(d) Clamping with deflectorplate andhardware formounting of two set of TX & RX\ncoil. (e) Resetting arrangementof each axle counter. (f) All the\nwiring material required forinstallation and commissioning shall be arranged by contractor.\n(g) This also includesintegration with existing\nSGE/Tokenless/Token blockinstruments were required as per instructions of siteengineer. The wire and other wiring material will be arranged by contractor at site. | item297 | 1 | set |
| 298 | 298 | Installation of desk type magneto telephone with all accessories including standard battery box and 3nos. of 6I cells. All materials for this installation including standard battery box and 6I cells will be supplied by the contractor. Only desk type magneto telephone will be supplied by Railway(included as separate item of this schedule). | item298 | 1 | nos |
| 299 | 299 | Shifting of existing SM office telecom equipments to new SM office such as control telephone, PRS equipment etc . | item299 | 1 | No |
| 300 | 300 | TELECOM EXECUTION | item300 | ||
| 301 | 301 | Installation of fiber distribution management system with contractor's own installation material, splicing and termination of 2x24 fiber OFC, routing dressing fibers as per instructions of Engineer incharge. | item301 | 1 | No |
| 302 | 302 | Installation, testing and commisioning of NMS including uploading of STM/PD MUX.All the required fixing hardware material will be arrenged by contractor free of cost. | item302 | 1 | No |
| 303 | 303 | Installation and wiring of SDH / STMs and PD Mux supplied with all accessories, DDF with miniature ‘U’ link type for 63 E1s, runway ladder etc in already installed 42-U Euro rack. This includes connecting all pig tails, optical patch cords etc. to the SDH equipment. This also includes connecting the SDH with all interface cards to the 48V Bus including supply of wires and connectors, termination of all E1s on DDF. This includes all the sundry material required for installation. | item303 | 1 | No |
| 304 | 304 | Supply and installation of Optical Fiber termination box as per spec No. DPG/G/FIB-01/02 Mar 99 or DOT/G/FTB-01, Jan 93 or with latest amendment and splicing of all the fibers inside the termination box with provision of taking out OFC as required. This includes supply of all installation acccessories required to complete th installation as per spec No. G/OFJ-01/03 June 99 with latest amendment 10 mtr long patch cord as per spec. No. G/OJF-01/01 with connector as per code of practice for installation and commissioning of OFC. | item304 | 1 | No |
| 305 | 305 | Installation, of 19\" 42 U Rack with all fittings for housing SDH equipment, primary muxes, DDF, MDF using Krone module, cooling fan and other equipments like runway ladders etc. completely wired and equipped with intergrated protection modules for all channels as per technical specifications and other stipulations of tender document. It should be possible to lock all the equipments with only order wire telephone remaining outside the rack.configuration shall be decided as per site requirement.All required fixing hardware material will be arrenged by contractor free of cost. | item305 | 1 | No |
| 306 | 306 | Schedule- C (Supply and Execution and Execution Building works) C(i)-HIND | item306 | ||
| 307 | 307 | Foundation | item307 | ||
| 308 | 308 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 3 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 3 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | item308 | 1 | Cum. |
| 309 | 309 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. In layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. | item309 | 1 | Cum. |
| 310 | 310 | Excavating, supplying and filling of local earth (including royaltyby mechanical transport upto a lead of 5km also includingramming and watering of the earth in layers not exceeding 20cm in trenches, plinth, sides of foundation etc. complete. | item310 | 1 | Cum. |
| 311 | 311 | a)Extra for every additional lift of 1.5 m or part thereof in excavationbanking excavated or stacked materials | item311 | ||
| 312 | 312 | b) All kinds of soil | item312 | 1 | Cum. |
| 313 | 313 | c)Ordinary or hard rock | item313 | 1 | Cum. |
| 314 | 314 | Providing and laying in position cement concrete of specified grade excludingbthe cost of centering and shuttering - All work up to plinth level : | item314 | ||
| 315 | 315 | a) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | item315 | 1 | Cum |
| 316 | 316 | b) 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | item316 | 1 | Cum |
| 317 | 317 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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.“(Note :-Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). | item317 | ||
| 318 | 318 | a)All works upto Plinth Level | item318 | 1 | Cum. |
| 319 | 319 | b)All works above plinth level upto floor V level | item319 | 1 | Cum. |
| 320 | 320 | Supplying and filling in plinth with sand under floors including,watering,ramming, consolidating and dressing complete. | item320 | 1 | Cum. |
| 321 | 321 | Brick work with F.P.S bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 (1Cement : 6 coarse sand) | item321 | 1 | Cum. |
| 322 | 322 | Brick work with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 (1 Cement : 6 coarse sand) | item322 | 1 | Cum. |
| 323 | 323 | Half brick masonary with F.P.S bricks of class designation 7.5 in foundations and plinth in cement mortar 1:4 (1 cement:4 coarse sand) | item323 | 1 | Sqm |
| 324 | 324 | Half brick masonary with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in cement mortar 1:4 (1 cement:4 coarse sand) | item324 | 1 | Sqm. |
| 325 | 325 | Brick work with bricks of class designation 7.5 in foundation and plinth in Cement mortar:1:4 (1 cement: 4 coarse sand ), | item325 | 1 | Cum. |
| 326 | 326 | Extra for brickwork in superstructure above plinth level upto floor V level. - CM : 1:4 (1 cement: 4 coarse sand) | item326 | 1 | Cum. |
| 327 | 327 | Applying a coat of residual petroleum bitumen (of grade of VG-10) of penetration 80/100 of approved quality using 1.7 kg per square metre after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil | item327 | 1 | sqm |
| 328 | 328 | Supplying and placing in position High Strength Deformed Steel bars reinforcemetn . (confirming to IS 1786 Grade Fe 500) for RCC works including transporting the steel straightening, cleaning, cutting, bending, binding to required shapes and lenghts as per drawing including the cost of binding wire 18 SWG as needed. Steel shall be from main producers such as SAIL,RINL & TISCO. Rates shall include the cost of protective coating of truncated inhibitedcement slurry. | item328 | 1 | Kg |
| 329 | 329 | Providing and fixing T iron Frames for Doors, Window and Ventileters of mild steel Tee section, joints mitred and welded, including fixing of necessary butt hinges and screws and applying in prime coat of approved steel primer.\nFixing with 15 x 3 mm lugs 10 cm long embedded in cement concrete block 15 x 10 x 10 cm of C.C. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | item329 | 1 | Kg |
| 330 | 330 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete | item330 | 1 | Sqm. |
| 331 | 331 | Providing and fixing IS : 12817 marked stainless steel butt hinges withstainless steel screws etc. complete : | item331 | ||
| 332 | 332 | a)25x64x1.90 mm | item332 | 1 | Each |
| 333 | 333 | b)100X58X1.90 mm | item333 | 1 | Each |
| 334 | 334 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. | item334 | 1 | Kg. |
| 335 | 335 | a)Fixed to steel windows by welding | item335 | ||
| 336 | 336 | b)Fixed to openings /wooden frames with rawl plugs screws etc. | item336 | 1 | Each |
| 337 | 337 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) | item337 | 1 | Each |
| 338 | 338 | 12mm cement plaster of mix 1:6 (1cement : 6 coarse sand). | item338 | 1 | Sqm. |
| 339 | 339 | 15mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1cement : 6 coarse sand). | item339 | 1 | Sqm. |
| 340 | 340 | 6mm cement plaster to ceilling of mix 1:3(1cement: 3 fine sand). | item340 | 1 | Sqm. |
| 341 | 341 | 12 mm cement plaster finished with a floating coat of neat cement of mix : \n1:4 (1 cement: 4 fine sand) | item341 | 1 | sqm |
| 342 | 342 | Providing and fixing 10 mm thick acid and or/ alkali resistance tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and /or alkali resisting cement as per IS: 4457, complete as per the direction of enfgineer-in-charge. | item342 | ||
| 343 | 343 | a)In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement:4 coarse sand) - Acid and alkali resistant tile | item343 | 1 | sqm |
| 344 | 344 | b)in dado/skirting on 12 mm thick mortar1:4 (1 acid proof cement: 4 coarse sand) - Acid and alkali resistant tile | item344 | 1 | sqm |
| 345 | 345 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | item345 | 1 | sqm |
| 346 | 346 | Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge | item346 | 1 | sqm |
| 347 | 347 | Providing and fixing 1st quality wall ceramic glazed wall tiles conforming to IS:15622 of minimum thickness 5 mm of approved make like NITCO, ORIENT, SOMANY KAJARIA, or equivalent make in all colours, shades except begundy, bottle green , black of any size as approved by Enginner -in-charge in skirting, risers of steps and dados over 12 mm thick bed of Cement Mortar 1:3 (1 Cement :3 Coarse sand) and jointing with grey cement slurry @3.3kg per sqm including pointing in white cement mixed with pigment of matching shades complete. | item347 | 1 | Sqm. |
| 348 | 348 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality confirming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. | item348 | 1 | Sqm. |
| 349 | 349 | Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement motar 1:4 (1 cement : 4 coarse sand) - 25 mm thick. | item349 | 1 | sqm |
| 350 | 350 | Kota stone slab 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement motar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | item350 | 1 | sqm |
| 351 | 351 | Providing and fixing ISI marked flush door shutters confirming to IS 2202 (Part -I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters | item351 | ||
| 352 | 352 | a)35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | item352 | 1 | sqm |
| 353 | 353 | b)30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | item353 | 1 | sqm |
| 354 | 354 | Cement Plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement of 18 mm thick. | item354 | 1 | Sqm. |
| 355 | 355 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with absorption less than 0.08% and confirming to IS:15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), including grouting the joints with white cement and matching pigments etc ; size of tile 600x6000 mm | item355 | 1 | Sqm. |
| 356 | 356 | Providing and laying Antiskid Ceramictiles of approved quality of size30cmx30cm and confirming to IS15622-2006 (Group-BIIA) for anti skid flooring in required position laid on a be of 1:4 cement mortar including cement float, filling joint with cements slurry cieaning curing etc complete.. | item356 | 1 | Sqm. |
| 357 | 357 | Painting with synthetic enamel paint of approved brand and manufacture of required color to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | item357 | 1 | Sqm. |
| 358 | 358 | Distempering with oil bound washable distemper of approved brand(Asian,Nerolack) and manufacture to give an even shade new work (two or more coats) over and including priming coat with cement primer. | item358 | 1 | Sqm. |
| 359 | 359 | Making plinth protection 50 mm thick of cement concrete 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. | item359 | 1 | sqm |
| 360 | 360 | Finishing walls with water proofing cement paint \"Snowcem - Plus\" of M/s Asian, Berger Ltd. or equivalent of required shade:New work (Two or more coats applied @ 3.84 Kg/10 Sqm.) | item360 | 1 | Sqm. |
| 361 | 361 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (External work) | item361 | ||
| 362 | 362 | a)20 mm dia. nominal bore. | item362 | 1 | Mtr. |
| 363 | 363 | b) 25mm dia. nominal bore. | item363 | 1 | Mtr. |
| 364 | 364 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: 25 to 40mm nominal bore. | item364 | 1 | Each |
| 365 | 365 | Providing and Fixing brass stop cock of approved quality. 15mm nominal bore. | item365 | 1 | Each |
| 366 | 366 | Providing and Fixing C.P.Brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690gms. | item366 | ||
| 367 | 367 | 15mm nominal bore. | item367 | 1 | Each |
| 368 | 368 | Providing and Fixing C.P.Brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. | item368 | ||
| 369 | 369 | 15mm nominal bore | item369 | 1 | Each |
| 370 | 370 | Providing and Fixing G.I. Pipes complete with GI.Fittings and clamps, including cutting and making good the walls etc. (internal work). | item370 | ||
| 371 | 371 | a)15mm dia. Nominal bore. | item371 | 1 | Mtr. |
| 372 | 372 | b)25mm dia nominal bore. | item372 | 1 | Mtr. |
| 373 | 373 | Providing and Fixing gun metal gate value with CI wheel of approved quality (screwed end) 25mm Nominal bore. | item373 | 1 | Each |
| 374 | 374 | Providing and fixing water closet squatting pan (Indian type W.C. Pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, Parryware /Hindware / Seabird / Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. White Vitreous chinaOrissa pattern W.C. pan of size 580 x 440mm with integral type foot rests. | item374 | 1 | Each |
| 375 | 375 | Providing and Fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less than 105gms (Prayag or equivalent) | item375 | 1 | Each |
| 376 | 376 | Providing and Fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 88gms (Prayag or equivalent) | item376 | 1 | Each |
| 377 | 377 | Providing and Fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP Brass screws with concealed fitting arrangement of approved quality colour and make (Prayag or equivalent) 450mm long towel rail with total length of 495mm, 78mm wide and effective hight of 88mm, weighin not less than 170gms. | item377 | 1 | Each |
| 378 | 378 | Providing and Fixing PTMT shelf 440mm long, 124mm width and 36mm height of approved quality, colour and make, weighing not less than 300gms (Prayag or equivalent) | item378 | 1 | Each |
| 379 | 379 | Constructing masonary Chamber 60 x 60 x 75cm inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I.surface box 100mm, Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4mix (1cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1cement: 5 fine sand : 10 graded stone aggregaten 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. -With F.P.S. bricks. | item379 | 1 | Each |
| 380 | 380 | Constructing masonry chamber 90x90x100 cm, inside with 75 class designation brick work in cement morter 1:4 (1 cement:4 fine sand) for sluice valve, with C.I. surface box 100mm. Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) neccessary excavation foundation concrete 1:5:10(1 cement:5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. With F.P.S bricks. | item380 | 1 | Each |
| 381 | 381 | Providing and fixing wash basin with C.I./M.S brackets, 15mm C.P brass pillar taps,Kingston / Gem / Techno / Parko, 32mm C.P brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: Flat back wash basin size 550 x 400mm with single 15mm C.P. brass pillar tap. | item381 | 1 | Each |
| 382 | 382 | Providing and fixing 600 x 450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete. | item382 | 1 | Each |
| 383 | 383 | Providing and fixing soil, waste and vent pipes : 100mm dia. sand cast iron S & S pipe. | item383 | 1 | Mtr. |
| 384 | 384 | Providing and Fixing PVC waste pipe for sink or wash basin including PVC waste fittings complete. Flexible pipe,40mm dia. | item384 | 1 | Each |
| 385 | 385 | Providing and fixing 100mm sand cast Iron grating for gully trap. | item385 | 1 | Each |
| 386 | 386 | Providing & fixing 100mm S.C.I. trap with 100mm inlet and 100mm outlet. | item386 | 1 | Each |
| 387 | 387 | Providing and fixing on wall face unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. (1) Single socketed pipes. 110mm diameter. | item387 | 1 | Mtr. |
| 388 | 388 | a)Bend 87.5 degree,110mm bend | item388 | 1 | Each |
| 389 | 389 | b)Shoe (plain), 110mm shoe | item389 | 1 | Each |
| 390 | 390 | Providing and fixing M.S.holder bat clamps of approved design to C.I. or S.C.I. Rain water pipes embeded in and including cement concrete blocks 10 x 10 x 10cm of 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the walls etc. 100mm diameter. | item390 | 1 | Each |
| 391 | 391 | Providing and placing on tarrace (at all floor levels) polyethylene water storage tank IS:12701 marked indicating the BIS license No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank (Sintex, Electroplast, Star, Lotus or equivalent having valid ISI License). | item391 | 1 | Ltr. |
| 392 | 392 | Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 ( 1 cement : 1 fine sand ) including testing of joints etc. complete – 150 mm dia. | item392 | 1 | each |
| 393 | 393 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : | item393 | ||
| 394 | 394 | 150 mm diamete | item394 | 1 | Mtr. |
| 395 | 395 | Providing and Fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete: | item395 | ||
| 396 | 396 | a) 300x10mm | item396 | 1 | Each |
| 397 | 397 | b)250x10 mm | item397 | 1 | Each |
| 398 | 398 | Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required color or shade with necessary screws etc. Complete 125mm. | item398 | 1 | Each |
| 399 | 399 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:\n250 x 16 mm | item399 | 1 | Each |
| 400 | 400 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side/top/centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc.complete of standard rolled sections, joints mitred and welded and sash bars tenoned and riveted with 15 x 3mm lugs, 10cm long, embedded in cement concrete blocks 15 x 10 x 10cm 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 or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and apriming coat of approved steel primer excluding the coast of metal beading and other fittings except necessary hinges of pivots complete as per approved design.(sectional weight of only steel members shall be measured for payment). | item400 | 1 | kg |
| 401 | 401 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete | item401 | 1 | Kg |
| 402 | 402 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | item402 | 1 | Kg |
| 403 | 403 | 9.118 Providing and fixing to existing door frames. | item403 | ||
| 404 | 404 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheet shall be manufactured out of 2400 TEX panel rovigs incorporatingminimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent clear or pigmented, textured or smooth as specified | item404 | 1 | sqm |
| 405 | 405 | a) 2 mm thick corrugated (2.5\" or 4.2\" or 6\") or step-down (2\" or 3\" or 6\" ) as specified | item405 | ||
| 406 | 406 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle\niron and 3 mm M.S. gusset plates at the junctions and corners, all necessary\nfittings complete, including applying a priming coat of approved steel primer.\n10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces | item406 | 1 | sqm |
| 407 | 407 | a) Using flats 30x6mm for diagonal braces and central cross piece | item407 | 1 | sqm |
| 408 | 408 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved makeconforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free,straight, mitred and jointed mechanically wherever required includingcleat angle, Aluminium snap beading for glazing / paneling, C.P brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelingand dash fasteners to be paid for separately) : | item408 | ||
| 409 | 409 | For shutters of doors, windows & ventilators including providing and fixing\nhinges/ pivots and making provision for fixing of fittings wherever required\nincluding the cost of EPDM rubber / neoprene gasket required (Fittings shall\nbe paid for separately | item409 | ||
| 410 | 410 | Anodised aluminium (anodised transparent or dyed to required shade according\nto IS: 1868, Minimum anodic coating of grade AC 15) | item410 | ||
| 411 | 411 | b)window | item411 | 1 | kilogram |
| 412 | 412 | Providing and fixing glazing in aluminium door, window, ventilator shutters\nand partitions etc. with EPDM rubber / neoprene gasket etc. complete as per\nthe architectural drawings and the directions of engineer-in-charge . (Cost of\naluminium snap beading shall be paid in basic item): | item412 | ||
| 413 | 413 | a) With float glass panes of 4.0 mm thickness | item413 | 1 | sqm |
| 414 | 414 | 24 mm thick factory made PVC door shutters made of stylesand rails of a uPVC hollow section of size 59x24 mm and wallthickness 2 mm (± 0.2 mm) with inbuilt edging on both sides.The styles and rails mitred and joint at the corners by meansof M.S. galvanised/ plastic brackets of size 75x220 mm havingwall thickness 1.0 mm and stainless steel screws. The stylesof the shutter reinforced by inserting galvanised M.S. tube ofsize 20x20 mm and 1 mm (± 0.1 mm) wall thickness. Thelock rail made up of 'H' section, a uPVC hollow section of size100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to theshutter styles by means of plastic/galvanised M.S. 'U' cleats.The shutter frame filled with a uPVC multi-chambered singleThe shutter frame filled with a uPVC multi-chambered singlepanel of size not less than 620 mm, having over all thicknessof 20 mm and 1 mm (± 0.1 mm) wall thickness . The panelsfilled vertically and tie bar at two places by inserting horizontally6 mm galvanised M.S. rod and fastened with nuts andwashers, complete as per manufacturer's specification anddirection of Engineer-in-charge. | item414 | 1 | sqm |
| 415 | 415 | Providing and fixing factory made P.V.C. door frame of size 50x47 mmwith awall thickness of 5 mm, made out of extruded 5mm rigid PVCfoam sheet, mitred at corners and joined with 2 Nos of 150 mm longbrackets of 15x15 mm M.S. square tube, the vertical door frame profilesto be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDMrubber gasket weather seal to be provided through out the frame. Thedoor frame to be fixed to the wall using M.S. screws of 65/100 mm size,complete as per manufacturer’s specification and direction of Engineein-Charge. | item415 | 1 | metre |
| 416 | 416 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths inter - locked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade no.2 and M.S. top cover of required thickness for rolling shutters. 80 x 1.20 mm M.S. laths with 1.2 mm thick top cover. | item416 | 1 | Sqm. |
| 417 | 417 | a) Providing & fixing ball bearing for rolling shutters. | item417 | 1 | Each |
| 418 | 418 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and\nclerestory windows using wire gauge with average width of aperture 1.4 mm in\nboth directions with wire of dia 0.63 mm all complete | item418 | ||
| 419 | 419 | a) With 12 mm mild steel U beading | item419 | 1 | sqm |
| 420 | 420 | Providing and fixing G.I. chain link fabric fencing of required width inmesh size 50x50 mm including strengthening with 2 mm dia wire ornuts, bolts and washers as required complete as per the direction ofEngineer-in-charge | item420 | ||
| 421 | 421 | a) Made of G.I. wire of dia 4 mm | item421 | 1 | sqm |
| 422 | 422 | Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | item422 | 1 | cum |
| 423 | 423 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within50 metres lead as per direction of Engineer - in- charge. | item423 | 1 | cum |
| 424 | 424 | Extra for cutting reinforcement bars manually/ by mechanical meansin R.C.C. or R.B. work (Payment shall be made on the crosssectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge | item424 | 1 | sqm |
| 425 | 425 | Demolishing brick work manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge | item425 | ||
| 426 | 426 | a) In cement mortar | item426 | 1 | cum |
| 427 | 427 | Removing mortar from bricks and cleaning bricks including stackingwithin a lead of 50 m (stacks of cleaned bricks shall be measured): | item427 | ||
| 428 | 428 | a) From brick work in cement mortar | item428 | 1 | 1000 Nos |
| 429 | 429 | Dismantling doors, windows and clerestory windows (steel or wood)shutter including chowkhats, architrave, holdfasts etc. complete andstacking within 50 metres lead : | item429 | ||
| 430 | 430 | a) Of area 3 sq. metres and below | item430 | 1 | Each |
| 431 | 431 | a) Of area beyond 3 sq. metres | item431 | 1 | Each |
| 432 | 432 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and\nclerestory windows using wire gauge with average width of aperture 1.4 mm in\nboth directions with wire of dia 0.63 mm all complete | item432 | ||
| 433 | 433 | a) With 12 mm mild steel U beading | item433 | 1 | sqm |
| 434 | 434 | Providing and fixing aluminium sliding door bolts, ISI marked anodised(anodic coating not less than grade AC 10 as per IS : 1868),transparent or dyed to required colour or shade, with nuts and screwsetc. complete : | item434 | ||
| 435 | 435 | a) 300x16 mm | item435 | 1 | Each |
| 436 | 436 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Foundations, footings, bases of columns, etc. for mass concrete : | item436 | 1 | sqm |
| 437 | 437 | Lintels, beams, plinth beams, girders, bressumers and\n cantilevers | item437 | 1 | sqm |
| 438 | 438 | b)Suspended floors, roofs, landings, balconies and access\n platform | item438 | 1 | sqm |
| 439 | 439 | c) Columns, Pillars, Piers, Abutments, Posts and Struts | item439 | 1 | sqm |
| 440 | 440 | pvc pipe for electrical work 25mm dia | item440 | 1 | rm |
| 441 | 441 | Schedule- C (Supply and Execution and Execution Building works) C(ii)-Thana Bhawan | item441 | ||
| 442 | 442 | Foundation | item442 | ||
| 443 | 443 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 3 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 3 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | item443 | 1 | Cum. |
| 444 | 444 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. In layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. | item444 | 1 | Cum. |
| 445 | 445 | Excavating, supplying and filling of local earth (including royaltyby mechanical transport upto a lead of 5km also includingramming and watering of the earth in layers not exceeding 20cm in trenches, plinth, sides of foundation etc. complete. | item445 | 1 | Cum. |
| 446 | 446 | Providing and laying in position cement concrete of specified grade excludingbthe cost of centering and shuttering - All work up to plinth level : | item446 | ||
| 447 | 447 | a) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | item447 | 1 | Cum |
| 448 | 448 | b)1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | item448 | 1 | Cum |
| 449 | 449 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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.“(Note :-Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). | item449 | ||
| 450 | 450 | a)All works upto Plinth Level | item450 | 1 | Cum. |
| 451 | 451 | b)All works above plinth level upto floor V level | item451 | 1 | Cum. |
| 452 | 452 | Supplying and filling in plinth with sand under floors including,watering,ramming, consolidating and dressing complete. | item452 | 1 | Cum. |
| 453 | 453 | Brick work with F.P.S bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 (1Cement : 6 coarse sand) | item453 | 1 | Cum. |
| 454 | 454 | Brick work with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 (1 Cement : 6 coarse sand) | item454 | 1 | Cum. |
| 455 | 455 | Half brick masonary with F.P.S bricks of class designation 7.5 in foundations and plinth in cement mortar 1:4 (1 cement:4 coarse sand) | item455 | 1 | Sqm |
| 456 | 456 | Half brick masonary with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in cement mortar 1:4 (1 cement:4 coarse sand) | item456 | 1 | Sqm. |
| 457 | 457 | Brick work with bricks of class designation 7.5 in foundation and plinth in Cement mortar:1:4 (1 cement: 4 coarse sand ), | item457 | 1 | Cum. |
| 458 | 458 | b)Extra for brickwork in superstructure above plinth level upto floor V level. - CM : 1:4 (1 cement: 4 coarse sand) | item458 | 1 | Cum. |
| 459 | 459 | Applying a coat of residual petroleum bitumen (of grade of VG-10) of penetration 80/100 of approved quality using 1.7 kg per square metre after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil | item459 | 1 | sqm |
| 460 | 460 | Supplying and placing in position High Strength Deformed Steel bars reinforcemetn . (confirming to IS 1786 Grade Fe 500) for RCC works including transporting the steel straightening, cleaning, cutting, bending, binding to required shapes and lenghts as per drawing including the cost of binding wire 18 SWG as needed. Steel shall be from main producers such as SAIL,RINL & TISCO. Rates shall include the cost of protective coating of truncated inhibitedcement slurry. | item460 | 1 | Kg |
| 461 | 461 | Providing and fixing T iron Frames for Doors, Window and Ventileters of mild steel Tee section, joints mitred and welded, including fixing of necessary butt hinges and screws and applying in prime coat of approved steel primer.\nFixing with 15 x 3 mm lugs 10 cm long embedded in cement concrete block 15 x 10 x 10 cm of C.C. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | item461 | 1 | Kg |
| 462 | 462 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete | item462 | 1 | Sqm. |
| 463 | 463 | Providing and fixing IS : 12817 marked stainless steel butt hinges withstainless steel screws etc. complete : | item463 | ||
| 464 | 464 | a) 25x64x1.90 mm | item464 | 1 | Each |
| 465 | 465 | b)100X58X1.90 mm | item465 | 1 | Each |
| 466 | 466 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. | item466 | 1 | Kg. |
| 467 | 467 | a) Fixed to steel windows by welding | item467 | ||
| 468 | 468 | b)Fixed to openings /wooden frames with rawl plugs screws etc. | item468 | 1 | Each |
| 469 | 469 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) | item469 | 1 | Each |
| 470 | 470 | 12mm cement plaster of mix 1:6 (1cement : 6 coarse sand). | item470 | 1 | Sqm. |
| 471 | 471 | 15mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1cement : 6 coarse sand). | item471 | 1 | Sqm. |
| 472 | 472 | 6mm cement plaster to ceilling of mix 1:3(1cement: 3 fine sand). | item472 | 1 | Sqm. |
| 473 | 473 | 12 mm cement plaster finished with a floating coat of neat cement of mix : \n1:4 (1 cement: 4 fine sand) | item473 | 1 | sqm |
| 474 | 474 | Providing and fixing 10 mm thick acid and or/ alkali resistance tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and /or alkali resisting cement as per IS: 4457, complete as per the direction of enfgineer-in-charge. | item474 | ||
| 475 | 475 | a) In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement:4 coarse sand) - Acid and alkali resistant tile | item475 | 1 | sqm |
| 476 | 476 | b)in dado/skirting on 12 mm thick mortar1:4 (1 acid proof cement: 4 coarse sand) - Acid and alkali resistant tile | item476 | 1 | sqm |
| 477 | 477 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | item477 | 1 | sqm |
| 478 | 478 | Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge | item478 | 1 | sqm |
| 479 | 479 | Providing and fixing 1st quality wall ceramic glazed wall tiles conforming to IS:15622 of minimum thickness 5 mm of approved make like NITCO, ORIENT, SOMANY KAJARIA, or equivalent make in all colours, shades except begundy, bottle green , black of any size as approved by Enginner -in-charge in skirting, risers of steps and dados over 12 mm thick bed of Cement Mortar 1:3 (1 Cement :3 Coarse sand) and jointing with grey cement slurry @3.3kg per sqm including pointing in white cement mixed with pigment of matching shades complete. | item479 | 1 | Sqm. |
| 480 | 480 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality confirming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. | item480 | 1 | Sqm. |
| 481 | 481 | Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement motar 1:4 (1 cement : 4 coarse sand) - 25 mm thick. | item481 | 1 | sqm |
| 482 | 482 | Kota stone slab 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement motar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | item482 | 1 | sqm |
| 483 | 483 | Providing and fixing ISI marked flush door shutters confirming to IS 2202 (Part -I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters | item483 | ||
| 484 | 484 | a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | item484 | 1 | sqm |
| 485 | 485 | b) 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | item485 | 1 | sqm |
| 486 | 486 | Cement Plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement of 18 mm thick. | item486 | 1 | Sqm. |
| 487 | 487 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with absorption less than 0.08% and confirming to IS:15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), including grouting the joints with white cement and matching pigments etc ; size of tile 600x6000 mm | item487 | 1 | Sqm. |
| 488 | 488 | Providing and laying Antiskid Ceramictiles of approved quality of size30cmx30cm and confirming to IS15622-2006 (Group-BIIA) for anti skid flooring in required position laid on a be of 1:4 cement mortar including cement float, filling joint with cements slurry cieaning curing etc complete.. | item488 | 1 | Sqm. |
| 489 | 489 | Painting with synthetic enamel paint of approved brand and manufacture of required color to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | item489 | 1 | Sqm. |
| 490 | 490 | Distempering with oil bound washable distemper of approved brand(Asian,Nerolack) and manufacture to give an even shade new work (two or more coats) over and including priming coat with cement primer. | item490 | 1 | Sqm. |
| 491 | 491 | Making plinth protection 50 mm thick of cement concrete 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. | item491 | 1 | sqm |
| 492 | 492 | Finishing walls with water proofing cement paint \"Snowcem - Plus\" of M/s Asian, Berger Ltd. or equivalent of required shade:New work (Two or more coats applied @ 3.84 Kg/10 Sqm.) | item492 | 1 | Sqm. |
| 493 | 493 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (External work) | item493 | ||
| 494 | 494 | a) 20 mm dia. nominal bore. | item494 | 1 | Mtr. |
| 495 | 495 | b) 25mm dia. nominal bore. | item495 | 1 | Mtr. |
| 496 | 496 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: 25 to 40mm nominal bore. | item496 | 1 | Each |
| 497 | 497 | Providing and Fixing brass stop cock of approved quality. 15mm nominal bore. | item497 | 1 | Each |
| 498 | 498 | Providing and Fixing C.P.Brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690gms. | item498 | ||
| 499 | 499 | a) 15mm nominal bore. | item499 | 1 | Each |
| 500 | 500 | Providing and Fixing C.P.Brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. | item500 | ||
| 501 | 501 | a) 15mm nominal bore | item501 | 1 | Each |
| 502 | 502 | Providing and Fixing G.I. Pipes complete with GI.Fittings and clamps, including cutting and making good the walls etc. (internal work). | item502 | ||
| 503 | 503 | a) 15mm dia. Nominal bore. | item503 | 1 | Mtr. |
| 504 | 504 | b) 25mm dia nominal bore. | item504 | 1 | Mtr. |
| 505 | 505 | Providing and Fixing gun metal gate value with CI wheel of approved quality (screwed end) 25mm Nominal bore. | item505 | 1 | Each |
| 506 | 506 | Providing and fixing water closet squatting pan (Indian type W.C. Pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, Parryware /Hindware / Seabird / Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. White Vitreous chinaOrissa pattern W.C. pan of size 580 x 440mm with integral type foot rests. | item506 | 1 | Each |
| 507 | 507 | Providing and Fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less than 105gms (Prayag or equivalent) | item507 | 1 | Each |
| 508 | 508 | Providing and Fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 88gms (Prayag or equivalent) | item508 | 1 | Each |
| 509 | 509 | Providing and Fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP Brass screws with concealed fitting arrangement of approved quality colour and make (Prayag or equivalent) 450mm long towel rail with total length of 495mm, 78mm wide and effective hight of 88mm, weighin not less than 170gms. | item509 | 1 | Each |
| 510 | 510 | Providing and Fixing PTMT shelf 440mm long, 124mm width and 36mm height of approved quality, colour and make, weighing not less than 300gms (Prayag or equivalent) | item510 | 1 | Each |
| 511 | 511 | Constructing masonary Chamber 60 x 60 x 75cm inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I.surface box 100mm, Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4mix (1cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1cement: 5 fine sand : 10 graded stone aggregaten 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. -With F.P.S. bricks. | item511 | 1 | Each |
| 512 | 512 | Constructing masonry chamber 90x90x100 cm, inside with 75 class designation brick work in cement morter 1:4 (1 cement:4 fine sand) for sluice valve, with C.I. surface box 100mm. Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) neccessary excavation foundation concrete 1:5:10(1 cement:5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. With F.P.S bricks. | item512 | 1 | Each |
| 513 | 513 | Providing and fixing wash basin with C.I./M.S brackets, 15mm C.P brass pillar taps,Kingston / Gem / Techno / Parko, 32mm C.P brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: Flat back wash basin size 550 x 400mm with single 15mm C.P. brass pillar tap. | item513 | 1 | Each |
| 514 | 514 | Providing and fixing 600 x 450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete. | item514 | 1 | Each |
| 515 | 515 | Providing and fixing soil, waste and vent pipes : 100mm dia. sand cast iron S & S pipe. | item515 | 1 | Mtr. |
| 516 | 516 | Providing and Fixing PVC waste pipe for sink or wash basin including PVC waste fittings complete. Flexible pipe,40mm dia. | item516 | 1 | Each |
| 517 | 517 | Providing and fixing 100mm sand cast Iron grating for gully trap. | item517 | 1 | Each |
| 518 | 518 | Providing & fixing 100mm S.C.I. trap with 100mm inlet and 100mm outlet. | item518 | 1 | Each |
| 519 | 519 | Providing and fixing on wall face unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. (1) Single socketed pipes. 110mm diameter. | item519 | 1 | Mtr. |
| 520 | 520 | a) Bend 87.5 degree,110mm bend | item520 | 1 | Each |
| 521 | 521 | b) Shoe (plain), 110mm shoe | item521 | 1 | Each |
| 522 | 522 | Providing and fixing M.S.holder bat clamps of approved design to C.I. or S.C.I. Rain water pipes embeded in and including cement concrete blocks 10 x 10 x 10cm of 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the walls etc. 100mm diameter. | item522 | 1 | Each |
| 523 | 523 | Providing and placing on tarrace (at all floor levels) polyethylene water storage tank IS:12701 marked indicating the BIS license No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank (Sintex, Electroplast, Star, Lotus or equivalent having valid ISI License). | item523 | 1 | Ltr. |
| 524 | 524 | Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 ( 1 cement : 1 fine sand ) including testing of joints etc. complete – 150 mm dia. | item524 | 1 | each |
| 525 | 525 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : | item525 | ||
| 526 | 526 | a) 150 mm diamete | item526 | 1 | Mtr. |
| 527 | 527 | Providing and Fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete: | item527 | ||
| 528 | 528 | a) 300x10mm | item528 | 1 | Each |
| 529 | 529 | b) 250x10 mm | item529 | 1 | Each |
| 530 | 530 | Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required color or shade with necessary screws etc. Complete 125mm. | item530 | 1 | Each |
| 531 | 531 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:\n250 x 16 mm | item531 | 1 | Each |
| 532 | 532 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side/top/centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc.complete of standard rolled sections, joints mitred and welded and sash bars tenoned and riveted with 15 x 3mm lugs, 10cm long, embedded in cement concrete blocks 15 x 10 x 10cm 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 or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and apriming coat of approved steel primer excluding the coast of metal beading and other fittings except necessary hinges of pivots complete as per approved design.(sectional weight of only steel members shall be measured for payment). | item532 | 1 | kg |
| 533 | 533 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete | item533 | 1 | Kg |
| 534 | 534 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | item534 | 1 | Kg |
| 535 | 535 | 9.118 Providing and fixing to existing door frames. | item535 | ||
| 536 | 536 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheet shall be manufactured out of 2400 TEX panel rovigs incorporatingminimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent clear or pigmented, textured or smooth as specified | item536 | 1 | sqm |
| 537 | 537 | a) 2 mm thick corrugated (2.5\" or 4.2\" or 6\") or step-down (2\" or 3\" or 6\" ) as specified | item537 | ||
| 538 | 538 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle\niron and 3 mm M.S. gusset plates at the junctions and corners, all necessary\nfittings complete, including applying a priming coat of approved steel primer.\n10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces | item538 | 1 | sqm |
| 539 | 539 | a) Using flats 30x6mm for diagonal braces and central cross piece | item539 | 1 | sqm |
| 540 | 540 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved makeconforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free,straight, mitred and jointed mechanically wherever required includingcleat angle, Aluminium snap beading for glazing / paneling, C.P brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelingand dash fasteners to be paid for separately) : | item540 | ||
| 541 | 541 | For shutters of doors, windows & ventilators including providing and fixing\nhinges/ pivots and making provision for fixing of fittings wherever required\nincluding the cost of EPDM rubber / neoprene gasket required (Fittings shall\nbe paid for separately | item541 | ||
| 542 | 542 | Anodised aluminium (anodised transparent or dyed to required shade according\nto IS: 1868, Minimum anodic coating of grade AC 15) | item542 | ||
| 543 | 543 | b) window | item543 | 1 | kilogram |
| 544 | 544 | Providing and fixing glazing in aluminium door, window, ventilator shutters\nand partitions etc. with EPDM rubber / neoprene gasket etc. complete as per\nthe architectural drawings and the directions of engineer-in-charge . (Cost of\naluminium snap beading shall be paid in basic item): | item544 | ||
| 545 | 545 | a) With float glass panes of 4.0 mm thickness | item545 | 1 | sqm |
| 546 | 546 | 24 mm thick factory made PVC door shutters made of stylesand rails of a uPVC hollow section of size 59x24 mm and wallthickness 2 mm (± 0.2 mm) with inbuilt edging on both sides.The styles and rails mitred and joint at the corners by meansof M.S. galvanised/ plastic brackets of size 75x220 mm havingwall thickness 1.0 mm and stainless steel screws. The stylesof the shutter reinforced by inserting galvanised M.S. tube ofsize 20x20 mm and 1 mm (± 0.1 mm) wall thickness. Thelock rail made up of 'H' section, a uPVC hollow section of size100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to theshutter styles by means of plastic/galvanised M.S. 'U' cleats.The shutter frame filled with a uPVC multi-chambered singleThe shutter frame filled with a uPVC multi-chambered singlepanel of size not less than 620 mm, having over all thicknessof 20 mm and 1 mm (± 0.1 mm) wall thickness . The panelsfilled vertically and tie bar at two places by inserting horizontally6 mm galvanised M.S. rod and fastened with nuts andwashers, complete as per manufacturer's specification anddirection of Engineer-in-charge. | item546 | 1 | sqm |
| 547 | 547 | Providing and fixing factory made P.V.C. door frame of size 50x47 mmwith awall thickness of 5 mm, made out of extruded 5mm rigid PVCfoam sheet, mitred at corners and joined with 2 Nos of 150 mm longbrackets of 15x15 mm M.S. square tube, the vertical door frame profilesto be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDMrubber gasket weather seal to be provided through out the frame. Thedoor frame to be fixed to the wall using M.S. screws of 65/100 mm size,complete as per manufacturer’s specification and direction of Engineein-Charge. | item547 | 1 | metre |
| 548 | 548 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths inter - locked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade no.2 and M.S. top cover of required thickness for rolling shutters. 80 x 1.20 mm M.S. laths with 1.2 mm thick top cover. | item548 | 1 | Sqm. |
| 549 | 549 | a) Providing & fixing ball bearing for rolling shutters. | item549 | 1 | Each |
| 550 | 550 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and\nclerestory windows using wire gauge with average width of aperture 1.4 mm in\nboth directions with wire of dia 0.63 mm all complete | item550 | ||
| 551 | 551 | a) With 12 mm mild steel U beading | item551 | 1 | sqm |
| 552 | 552 | Providing and fixing G.I. chain link fabric fencing of required width inmesh size 50x50 mm including strengthening with 2 mm dia wire ornuts, bolts and washers as required complete as per the direction ofEngineer-in-charge | item552 | ||
| 553 | 553 | a) Made of G.I. wire of dia 4 mm | item553 | 1 | sqm |
| 554 | 554 | Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | item554 | 1 | cum |
| 555 | 555 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within50 metres lead as per direction of Engineer - in- charge. | item555 | 1 | cum |
| 556 | 556 | Extra for cutting reinforcement bars manually/ by mechanical meansin R.C.C. or R.B. work (Payment shall be made on the crosssectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge | item556 | 1 | sqm |
| 557 | 557 | Demolishing brick work manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge | item557 | ||
| 558 | 558 | a) In cement mortar | item558 | 1 | cum |
| 559 | 559 | Removing mortar from bricks and cleaning bricks including stackingwithin a lead of 50 m (stacks of cleaned bricks shall be measured): | item559 | ||
| 560 | 560 | a) From brick work in cement mortar | item560 | 1 | 1000 Nos |
| 561 | 561 | Dismantling doors, windows and clerestory windows (steel or wood)shutter including chowkhats, architrave, holdfasts etc. complete andstacking within 50 metres lead : | item561 | ||
| 562 | 562 | a) Of area 3 sq. metres and below | item562 | 1 | Each |
| 563 | 563 | b) Of area beyond 3 sq. metres | item563 | 1 | Each |
| 564 | 564 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and\nclerestory windows using wire gauge with average width of aperture 1.4 mm in\nboth directions with wire of dia 0.63 mm all complete | item564 | ||
| 565 | 565 | a) With 12 mm mild steel U beading | item565 | 1 | sqm |
| 566 | 566 | Providing and fixing aluminium sliding door bolts, ISI marked anodised(anodic coating not less than grade AC 10 as per IS : 1868),transparent or dyed to required colour or shade, with nuts and screwsetc. complete : | item566 | ||
| 567 | 567 | 300x16 mm | item567 | 1 | Each |
| 568 | 568 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Foundations, footings, bases of columns, etc. for mass concrete : | item568 | 1 | sqm |
| 569 | 569 | Lintels, beams, plinth beams, girders, bressumers and\n cantilevers | item569 | 1 | sqm |
| 570 | 570 | b) Suspended floors, roofs, landings, balconies and access\n platform | item570 | 1 | sqm |
| 571 | 571 | c) Columns, Pillars, Piers, Abutments, Posts and Struts | item571 | 1 | sqm |
| 572 | 572 | pvc pipe for electrical work 25mm dia | item572 | 1 | rm |
| 573 | 573 | Schedule- C (Supply and Execution and Execution Building works) C(iii)-Nanauta | item573 | ||
| 574 | 574 | Foundation | item574 | ||
| 575 | 575 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 3 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 3 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | item575 | 1 | Cum. |
| 576 | 576 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. In layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. | item576 | 1 | Cum. |
| 577 | 577 | Excavating, supplying and filling of local earth (including royaltyby mechanical transport upto a lead of 5km also includingramming and watering of the earth in layers not exceeding 20cm in trenches, plinth, sides of foundation etc. complete. | item577 | 1 | Cum. |
| 578 | 578 | a)Extra for every additional lift of 1.5 m or part thereof in excavationbanking excavated or stacked materials | item578 | ||
| 579 | 579 | b) All kinds of soil | item579 | 1 | Cum. |
| 580 | 580 | c) Ordinary or hard rock | item580 | 1 | Cum. |
| 581 | 581 | Providing and laying in position cement concrete of specified grade excludingbthe cost of centering and shuttering - All work up to plinth level : | item581 | ||
| 582 | 582 | a) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | item582 | 1 | Cum |
| 583 | 583 | b) 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | item583 | 1 | Cum |
| 584 | 584 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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.“(Note :-Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). | item584 | ||
| 585 | 585 | a) All works upto Plinth Level | item585 | 1 | Cum. |
| 586 | 586 | b) All works above plinth level upto floor V level | item586 | 1 | Cum. |
| 587 | 587 | Supplying and filling in plinth with sand under floors including,watering,ramming, consolidating and dressing complete. | item587 | 1 | Cum. |
| 588 | 588 | Brick work with F.P.S bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 (1Cement : 6 coarse sand) | item588 | 1 | Cum. |
| 589 | 589 | Brick work with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 (1 Cement : 6 coarse sand) | item589 | 1 | Cum. |
| 590 | 590 | Half brick masonary with F.P.S bricks of class designation 7.5 in foundations and plinth in cement mortar 1:4 (1 cement:4 coarse sand) | item590 | 1 | Sqm |
| 591 | 591 | Half brick masonary with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in cement mortar 1:4 (1 cement:4 coarse sand) | item591 | 1 | Sqm. |
| 592 | 592 | Brick work with bricks of class designation 7.5 in foundation and plinth in Cement mortar:1:4 (1 cement: 4 coarse sand ), | item592 | 1 | Cum. |
| 593 | 593 | b) Extra for brickwork in superstructure above plinth level upto floor V level. - CM : 1:4 (1 cement: 4 coarse sand) | item593 | 1 | Cum. |
| 594 | 594 | Applying a coat of residual petroleum bitumen (of grade of VG-10) of penetration 80/100 of approved quality using 1.7 kg per square metre after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil | item594 | 1 | sqm |
| 595 | 595 | Supplying and placing in position High Strength Deformed Steel bars reinforcemetn . (confirming to IS 1786 Grade Fe 500) for RCC works including transporting the steel straightening, cleaning, cutting, bending, binding to required shapes and lenghts as per drawing including the cost of binding wire 18 SWG as needed. Steel shall be from main producers such as SAIL,RINL & TISCO. Rates shall include the cost of protective coating of truncated inhibitedcement slurry. | item595 | 1 | Kg |
| 596 | 596 | Providing and fixing T iron Frames for Doors, Window and Ventileters of mild steel Tee section, joints mitred and welded, including fixing of necessary butt hinges and screws and applying in prime coat of approved steel primer.\nFixing with 15 x 3 mm lugs 10 cm long embedded in cement concrete block 15 x 10 x 10 cm of C.C. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | item596 | 1 | Kg |
| 597 | 597 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete | item597 | 1 | Sqm. |
| 598 | 598 | Providing and fixing IS : 12817 marked stainless steel butt hinges withstainless steel screws etc. complete : | item598 | ||
| 599 | 599 | a) 25x64x1.90 mm | item599 | 1 | Each |
| 600 | 600 | b) 100X58X1.90 mm | item600 | 1 | Each |
| 601 | 601 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. | item601 | 1 | Kg. |
| 602 | 602 | a) Fixed to steel windows by welding | item602 | ||
| 603 | 603 | b) Fixed to openings /wooden frames with rawl plugs screws etc. | item603 | 1 | Each |
| 604 | 604 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) | item604 | 1 | Each |
| 605 | 605 | 12mm cement plaster of mix 1:6 (1cement : 6 coarse sand). | item605 | 1 | Sqm. |
| 606 | 606 | 15mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1cement : 6 coarse sand). | item606 | 1 | Sqm. |
| 607 | 607 | 6mm cement plaster to ceilling of mix 1:3(1cement: 3 fine sand). | item607 | 1 | Sqm. |
| 608 | 608 | 12 mm cement plaster finished with a floating coat of neat cement of mix : \n1:4 (1 cement: 4 fine sand) | item608 | 1 | sqm |
| 609 | 609 | Providing and fixing 10 mm thick acid and or/ alkali resistance tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and /or alkali resisting cement as per IS: 4457, complete as per the direction of enfgineer-in-charge. | item609 | ||
| 610 | 610 | a) In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement:4 coarse sand) - Acid and alkali resistant tile | item610 | 1 | sqm |
| 611 | 611 | b) \in dado/skirting on 12 mm thick mortar1:4 (1 acid proof cement: 4 coarse sand) - Acid and alkali resistant tile | item611 | 1 | sqm |
| 612 | 612 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | item612 | 1 | sqm |
| 613 | 613 | Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge | item613 | 1 | sqm |
| 614 | 614 | Providing and fixing 1st quality wall ceramic glazed wall tiles conforming to IS:15622 of minimum thickness 5 mm of approved make like NITCO, ORIENT, SOMANY KAJARIA, or equivalent make in all colours, shades except begundy, bottle green , black of any size as approved by Enginner -in-charge in skirting, risers of steps and dados over 12 mm thick bed of Cement Mortar 1:3 (1 Cement :3 Coarse sand) and jointing with grey cement slurry @3.3kg per sqm including pointing in white cement mixed with pigment of matching shades complete. | item614 | 1 | Sqm. |
| 615 | 615 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality confirming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. | item615 | 1 | Sqm. |
| 616 | 616 | Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement motar 1:4 (1 cement : 4 coarse sand) - 25 mm thick. | item616 | 1 | sqm |
| 617 | 617 | Kota stone slab 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement motar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | item617 | 1 | sqm |
| 618 | 618 | Providing and fixing ISI marked flush door shutters confirming to IS 2202 (Part -I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters | item618 | ||
| 619 | 619 | a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | item619 | 1 | sqm |
| 620 | 620 | b) 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | item620 | 1 | sqm |
| 621 | 621 | Cement Plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement of 18 mm thick. | item621 | 1 | Sqm. |
| 622 | 622 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with absorption less than 0.08% and confirming to IS:15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), including grouting the joints with white cement and matching pigments etc ; size of tile 600x6000 mm | item622 | 1 | Sqm. |
| 623 | 623 | Providing and laying Antiskid Ceramictiles of approved quality of size30cmx30cm and confirming to IS15622-2006 (Group-BIIA) for anti skid flooring in required position laid on a be of 1:4 cement mortar including cement float, filling joint with cements slurry cieaning curing etc complete.. | item623 | 1 | Sqm. |
| 624 | 624 | Painting with synthetic enamel paint of approved brand and manufacture of required color to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | item624 | 1 | Sqm. |
| 625 | 625 | Distempering with oil bound washable distemper of approved brand(Asian,Nerolack) and manufacture to give an even shade new work (two or more coats) over and including priming coat with cement primer. | item625 | 1 | Sqm. |
| 626 | 626 | Making plinth protection 50 mm thick of cement concrete 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. | item626 | 1 | sqm |
| 627 | 627 | Finishing walls with water proofing cement paint \"Snowcem - Plus\" of M/s Asian, Berger Ltd. or equivalent of required shade:New work (Two or more coats applied @ 3.84 Kg/10 Sqm.) | item627 | 1 | Sqm. |
| 628 | 628 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (External work) | item628 | ||
| 629 | 629 | a) 20 mm dia. nominal bore. | item629 | 1 | Mtr. |
| 630 | 630 | b) 25mm dia. nominal bore. | item630 | 1 | Mtr. |
| 631 | 631 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: 25 to 40mm nominal bore. | item631 | 1 | Each |
| 632 | 632 | Providing and Fixing brass stop cock of approved quality. 15mm nominal bore. | item632 | 1 | Each |
| 633 | 633 | Providing and Fixing C.P.Brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690gms. | item633 | ||
| 634 | 634 | a) 15mm nominal bore. | item634 | 1 | Each |
| 635 | 635 | Providing and Fixing C.P.Brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. | item635 | ||
| 636 | 636 | a) 15mm nominal bore | item636 | 1 | Each |
| 637 | 637 | Providing and Fixing G.I. Pipes complete with GI.Fittings and clamps, including cutting and making good the walls etc. (internal work). | item637 | ||
| 638 | 638 | a) 15mm dia. Nominal bore. | item638 | 1 | Mtr. |
| 639 | 639 | b) 25mm dia nominal bore. | item639 | 1 | Mtr. |
| 640 | 640 | Providing and Fixing gun metal gate value with CI wheel of approved quality (screwed end) 25mm Nominal bore. | item640 | 1 | Each |
| 641 | 641 | Providing and fixing water closet squatting pan (Indian type W.C. Pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, Parryware /Hindware / Seabird / Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. White Vitreous chinaOrissa pattern W.C. pan of size 580 x 440mm with integral type foot rests. | item641 | 1 | Each |
| 642 | 642 | Providing and Fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less than 105gms (Prayag or equivalent) | item642 | 1 | Each |
| 643 | 643 | Providing and Fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 88gms (Prayag or equivalent) | item643 | 1 | Each |
| 644 | 644 | Providing and Fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP Brass screws with concealed fitting arrangement of approved quality colour and make (Prayag or equivalent) 450mm long towel rail with total length of 495mm, 78mm wide and effective hight of 88mm, weighin not less than 170gms. | item644 | 1 | Each |
| 645 | 645 | Providing and Fixing PTMT shelf 440mm long, 124mm width and 36mm height of approved quality, colour and make, weighing not less than 300gms (Prayag or equivalent) | item645 | 1 | Each |
| 646 | 646 | Constructing masonary Chamber 60 x 60 x 75cm inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I.surface box 100mm, Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4mix (1cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1cement: 5 fine sand : 10 graded stone aggregaten 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. -With F.P.S. bricks. | item646 | 1 | Each |
| 647 | 647 | Constructing masonry chamber 90x90x100 cm, inside with 75 class designation brick work in cement morter 1:4 (1 cement:4 fine sand) for sluice valve, with C.I. surface box 100mm. Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) neccessary excavation foundation concrete 1:5:10(1 cement:5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. With F.P.S bricks. | item647 | 1 | Each |
| 648 | 648 | Providing and fixing wash basin with C.I./M.S brackets, 15mm C.P brass pillar taps,Kingston / Gem / Techno / Parko, 32mm C.P brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: Flat back wash basin size 550 x 400mm with single 15mm C.P. brass pillar tap. | item648 | 1 | Each |
| 649 | 649 | Providing and fixing 600 x 450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete. | item649 | 1 | Each |
| 650 | 650 | Providing and fixing soil, waste and vent pipes : 100mm dia. sand cast iron S & S pipe. | item650 | 1 | Mtr. |
| 651 | 651 | Providing and Fixing PVC waste pipe for sink or wash basin including PVC waste fittings complete. Flexible pipe,40mm dia. | item651 | 1 | Each |
| 652 | 652 | Providing and fixing 100mm sand cast Iron grating for gully trap. | item652 | 1 | Each |
| 653 | 653 | Providing & fixing 100mm S.C.I. trap with 100mm inlet and 100mm outlet. | item653 | 1 | Each |
| 654 | 654 | Providing and fixing on wall face unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. (1) Single socketed pipes. 110mm diameter. | item654 | 1 | Mtr. |
| 655 | 655 | a) \Bend 87.5 degree,110mm bend | item655 | 1 | Each |
| 656 | 656 | b) Shoe (plain), 110mm shoe | item656 | 1 | Each |
| 657 | 657 | Providing and fixing M.S.holder bat clamps of approved design to C.I. or S.C.I. Rain water pipes embeded in and including cement concrete blocks 10 x 10 x 10cm of 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the walls etc. 100mm diameter. | item657 | 1 | Each |
| 658 | 658 | Providing and placing on tarrace (at all floor levels) polyethylene water storage tank IS:12701 marked indicating the BIS license No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank (Sintex, Electroplast, Star, Lotus or equivalent having valid ISI License). | item658 | 1 | Ltr. |
| 659 | 659 | Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 ( 1 cement : 1 fine sand ) including testing of joints etc. complete – 150 mm dia. | item659 | 1 | each |
| 660 | 660 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : | item660 | ||
| 661 | 661 | a) 150 mm diamete | item661 | 1 | Mtr. |
| 662 | 662 | Providing and Fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete: | item662 | ||
| 663 | 663 | a) 300x10mm | item663 | 1 | Each |
| 664 | 664 | b) 250x10 mm | item664 | 1 | Each |
| 665 | 665 | Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required color or shade with necessary screws etc. Complete 125mm. | item665 | 1 | Each |
| 666 | 666 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:\n250 x 16 mm | item666 | 1 | Each |
| 667 | 667 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side/top/centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc.complete of standard rolled sections, joints mitred and welded and sash bars tenoned and riveted with 15 x 3mm lugs, 10cm long, embedded in cement concrete blocks 15 x 10 x 10cm 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 or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and apriming coat of approved steel primer excluding the coast of metal beading and other fittings except necessary hinges of pivots complete as per approved design.(sectional weight of only steel members shall be measured for payment). | item667 | 1 | kg |
| 668 | 668 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete | item668 | 1 | Kg |
| 669 | 669 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | item669 | 1 | Kg |
| 670 | 670 | 9.118 Providing and fixing to existing door frames. | item670 | ||
| 671 | 671 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheet shall be manufactured out of 2400 TEX panel rovigs incorporatingminimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent clear or pigmented, textured or smooth as specified | item671 | 1 | sqm |
| 672 | 672 | a) 2 mm thick corrugated (2.5\" or 4.2\" or 6\") or step-down (2\" or 3\" or 6\" ) as specified | item672 | ||
| 673 | 673 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle\niron and 3 mm M.S. gusset plates at the junctions and corners, all necessary\nfittings complete, including applying a priming coat of approved steel primer.\n10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces | item673 | 1 | sqm |
| 674 | 674 | a) Using flats 30x6mm for diagonal braces and central cross piece | item674 | 1 | sqm |
| 675 | 675 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved makeconforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free,straight, mitred and jointed mechanically wherever required includingcleat angle, Aluminium snap beading for glazing / paneling, C.P brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelingand dash fasteners to be paid for separately) : | item675 | ||
| 676 | 676 | For shutters of doors, windows & ventilators including providing and fixing\nhinges/ pivots and making provision for fixing of fittings wherever required\nincluding the cost of EPDM rubber / neoprene gasket required (Fittings shall\nbe paid for separately | item676 | ||
| 677 | 677 | Anodised aluminium (anodised transparent or dyed to required shade according\nto IS: 1868, Minimum anodic coating of grade AC 15) | item677 | ||
| 678 | 678 | b) window | item678 | 1 | kilogram |
| 679 | 679 | Providing and fixing glazing in aluminium door, window, ventilator shutters\nand partitions etc. with EPDM rubber / neoprene gasket etc. complete as per\nthe architectural drawings and the directions of engineer-in-charge . (Cost of\naluminium snap beading shall be paid in basic item): | item679 | ||
| 680 | 680 | a) With float glass panes of 4.0 mm thickness | item680 | 1 | sqm |
| 681 | 681 | 24 mm thick factory made PVC door shutters made of stylesand rails of a uPVC hollow section of size 59x24 mm and wallthickness 2 mm (± 0.2 mm) with inbuilt edging on both sides.The styles and rails mitred and joint at the corners by meansof M.S. galvanised/ plastic brackets of size 75x220 mm havingwall thickness 1.0 mm and stainless steel screws. The stylesof the shutter reinforced by inserting galvanised M.S. tube ofsize 20x20 mm and 1 mm (± 0.1 mm) wall thickness. Thelock rail made up of 'H' section, a uPVC hollow section of size100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to theshutter styles by means of plastic/galvanised M.S. 'U' cleats.The shutter frame filled with a uPVC multi-chambered singleThe shutter frame filled with a uPVC multi-chambered singlepanel of size not less than 620 mm, having over all thicknessof 20 mm and 1 mm (± 0.1 mm) wall thickness . The panelsfilled vertically and tie bar at two places by inserting horizontally6 mm galvanised M.S. rod and fastened with nuts andwashers, complete as per manufacturer's specification anddirection of Engineer-in-charge. | item681 | 1 | sqm |
| 682 | 682 | Providing and fixing factory made P.V.C. door frame of size 50x47 mmwith awall thickness of 5 mm, made out of extruded 5mm rigid PVCfoam sheet, mitred at corners and joined with 2 Nos of 150 mm longbrackets of 15x15 mm M.S. square tube, the vertical door frame profilesto be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDMrubber gasket weather seal to be provided through out the frame. Thedoor frame to be fixed to the wall using M.S. screws of 65/100 mm size,complete as per manufacturer’s specification and direction of Engineein-Charge. | item682 | 1 | metre |
| 683 | 683 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths inter - locked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade no.2 and M.S. top cover of required thickness for rolling shutters. 80 x 1.20 mm M.S. laths with 1.2 mm thick top cover. | item683 | 1 | Sqm. |
| 684 | 684 | a) Providing & fixing ball bearing for rolling shutters. | item684 | 1 | Each |
| 685 | 685 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and\nclerestory windows using wire gauge with average width of aperture 1.4 mm in\nboth directions with wire of dia 0.63 mm all complete | item685 | ||
| 686 | 686 | With 12 mm mild steel U beading | item686 | 1 | sqm |
| 687 | 687 | Providing and fixing G.I. chain link fabric fencing of required width inmesh size 50x50 mm including strengthening with 2 mm dia wire ornuts, bolts and washers as required complete as per the direction ofEngineer-in-charge | item687 | ||
| 688 | 688 | a) Made of G.I. wire of dia 4 mm | item688 | 1 | sqm |
| 689 | 689 | Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | item689 | 1 | cum |
| 690 | 690 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within50 metres lead as per direction of Engineer - in- charge. | item690 | 1 | cum |
| 691 | 691 | Extra for cutting reinforcement bars manually/ by mechanical meansin R.C.C. or R.B. work (Payment shall be made on the crosssectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge | item691 | 1 | sqm |
| 692 | 692 | Demolishing brick work manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge | item692 | ||
| 693 | 693 | a) In cement mortar | item693 | 1 | cum |
| 694 | 694 | Removing mortar from bricks and cleaning bricks including stackingwithin a lead of 50 m (stacks of cleaned bricks shall be measured): | item694 | ||
| 695 | 695 | From brick work in cement mortar | item695 | 1 | 1000 Nos |
| 696 | 696 | Dismantling doors, windows and clerestory windows (steel or wood)shutter including chowkhats, architrave, holdfasts etc. complete andstacking within 50 metres lead : | item696 | ||
| 697 | 697 | a) Of area 3 sq. metres and below | item697 | 1 | Each |
| 698 | 698 | b) Of area beyond 3 sq. metres | item698 | 1 | Each |
| 699 | 699 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and\nclerestory windows using wire gauge with average width of aperture 1.4 mm in\nboth directions with wire of dia 0.63 mm all complete | item699 | ||
| 700 | 700 | a) With 12 mm mild steel U beading | item700 | 1 | sqm |
| 701 | 701 | Providing and fixing aluminium sliding door bolts, ISI marked anodised(anodic coating not less than grade AC 10 as per IS : 1868),transparent or dyed to required colour or shade, with nuts and screwsetc. complete : | item701 | ||
| 702 | 702 | 300x16 mm | item702 | 1 | Each |
| 703 | 703 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Foundations, footings, bases of columns, etc. for mass concrete : | item703 | 1 | sqm |
| 704 | 704 | Lintels, beams, plinth beams, girders, bressumers and\n cantilevers | item704 | 1 | sqm |
| 705 | 705 | b) Suspended floors, roofs, landings, balconies and access\n platform | item705 | 1 | sqm |
| 706 | 706 | c) Columns, Pillars, Piers, Abutments, Posts and Struts | item706 | 1 | sqm |
| 707 | 707 | pvc pipe for electrical work 25mm dia | item707 | 1 | rm |
| 708 | 708 | Schedule- C (Supply and Execution and Execution Building works) C(iv)-Rampur Manhyaran | item708 | ||
| 709 | 709 | Foundation | item709 | ||
| 710 | 710 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 3 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 3 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | item710 | 1 | Cum. |
| 711 | 711 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. In layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. | item711 | 1 | Cum. |
| 712 | 712 | Excavating, supplying and filling of local earth (including royaltyby mechanical transport upto a lead of 5km also includingramming and watering of the earth in layers not exceeding 20cm in trenches, plinth, sides of foundation etc. complete. | item712 | 1 | Cum. |
| 713 | 713 | a) Extra for every additional lift of 1.5 m or part thereof in excavationbanking excavated or stacked materials | item713 | ||
| 714 | 714 | b) All kinds of soil | item714 | 1 | Cum. |
| 715 | 715 | c) Ordinary or hard rock | item715 | 1 | Cum. |
| 716 | 716 | Providing and laying in position cement concrete of specified grade excludingbthe cost of centering and shuttering - All work up to plinth level : | item716 | ||
| 717 | 717 | a) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | item717 | 1 | Cum |
| 718 | 718 | b) 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | item718 | 1 | Cum |
| 719 | 719 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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.“(Note :-Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). | item719 | ||
| 720 | 720 | a) All works upto Plinth Level | item720 | 1 | Cum. |
| 721 | 721 | b) All works above plinth level upto floor V level | item721 | 1 | Cum. |
| 722 | 722 | Supplying and filling in plinth with sand under floors including,watering,ramming, consolidating and dressing complete. | item722 | 1 | Cum. |
| 723 | 723 | Brick work with F.P.S bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 (1Cement : 6 coarse sand) | item723 | 1 | Cum. |
| 724 | 724 | Brick work with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 (1 Cement : 6 coarse sand) | item724 | 1 | Cum. |
| 725 | 725 | Half brick masonary with F.P.S bricks of class designation 7.5 in foundations and plinth in cement mortar 1:4 (1 cement:4 coarse sand) | item725 | 1 | Sqm |
| 726 | 726 | Half brick masonary with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in cement mortar 1:4 (1 cement:4 coarse sand) | item726 | 1 | Sqm. |
| 727 | 727 | Brick work with bricks of class designation 7.5 in foundation and plinth in Cement mortar:1:4 (1 cement: 4 coarse sand ), | item727 | 1 | Cum. |
| 728 | 728 | b) Extra for brickwork in superstructure above plinth level upto floor V level. - CM : 1:4 (1 cement: 4 coarse sand) | item728 | 1 | Cum. |
| 729 | 729 | Applying a coat of residual petroleum bitumen (of grade of VG-10) of penetration 80/100 of approved quality using 1.7 kg per square metre after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil | item729 | 1 | sqm |
| 730 | 730 | Supplying and placing in position High Strength Deformed Steel bars reinforcemetn . (confirming to IS 1786 Grade Fe 500) for RCC works including transporting the steel straightening, cleaning, cutting, bending, binding to required shapes and lenghts as per drawing including the cost of binding wire 18 SWG as needed. Steel shall be from main producers such as SAIL,RINL & TISCO. Rates shall include the cost of protective coating of truncated inhibitedcement slurry. | item730 | 1 | Kg |
| 731 | 731 | Providing and fixing T iron Frames for Doors, Window and Ventileters of mild steel Tee section, joints mitred and welded, including fixing of necessary butt hinges and screws and applying in prime coat of approved steel primer.\nFixing with 15 x 3 mm lugs 10 cm long embedded in cement concrete block 15 x 10 x 10 cm of C.C. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | item731 | 1 | Kg |
| 732 | 732 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete | item732 | 1 | Sqm. |
| 733 | 733 | Providing and fixing IS : 12817 marked stainless steel butt hinges withstainless steel screws etc. complete : | item733 | ||
| 734 | 734 | a) 25x64x1.90 mm | item734 | 1 | Each |
| 735 | 735 | b)100X58X1.90 mm | item735 | 1 | Each |
| 736 | 736 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. | item736 | 1 | Kg. |
| 737 | 737 | a) Fixed to steel windows by welding | item737 | ||
| 738 | 738 | b) Fixed to openings /wooden frames with rawl plugs screws etc. | item738 | 1 | Each |
| 739 | 739 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) | item739 | 1 | Each |
| 740 | 740 | 12mm cement plaster of mix 1:6 (1cement : 6 coarse sand). | item740 | 1 | Sqm. |
| 741 | 741 | 15mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1cement : 6 coarse sand). | item741 | 1 | Sqm. |
| 742 | 742 | 6mm cement plaster to ceilling of mix 1:3(1cement: 3 fine sand). | item742 | 1 | Sqm. |
| 743 | 743 | 12 mm cement plaster finished with a floating coat of neat cement of mix : \n1:4 (1 cement: 4 fine sand) | item743 | 1 | sqm |
| 744 | 744 | Providing and fixing 10 mm thick acid and or/ alkali resistance tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and /or alkali resisting cement as per IS: 4457, complete as per the direction of enfgineer-in-charge. | item744 | ||
| 745 | 745 | a) In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement:4 coarse sand) - Acid and alkali resistant tile | item745 | 1 | sqm |
| 746 | 746 | b) min dado/skirting on 12 mm thick mortar1:4 (1 acid proof cement: 4 coarse sand) - Acid and alkali resistant tile | item746 | 1 | sqm |
| 747 | 747 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | item747 | 1 | sqm |
| 748 | 748 | Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge | item748 | 1 | sqm |
| 749 | 749 | Providing and fixing 1st quality wall ceramic glazed wall tiles conforming to IS:15622 of minimum thickness 5 mm of approved make like NITCO, ORIENT, SOMANY KAJARIA, or equivalent make in all colours, shades except begundy, bottle green , black of any size as approved by Enginner -in-charge in skirting, risers of steps and dados over 12 mm thick bed of Cement Mortar 1:3 (1 Cement :3 Coarse sand) and jointing with grey cement slurry @3.3kg per sqm including pointing in white cement mixed with pigment of matching shades complete. | item749 | 1 | Sqm. |
| 750 | 750 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality confirming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. | item750 | 1 | Sqm. |
| 751 | 751 | Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement motar 1:4 (1 cement : 4 coarse sand) - 25 mm thick. | item751 | 1 | sqm |
| 752 | 752 | Kota stone slab 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement motar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | item752 | 1 | sqm |
| 753 | 753 | Providing and fixing ISI marked flush door shutters confirming to IS 2202 (Part -I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters | item753 | ||
| 754 | 754 | a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | item754 | 1 | sqm |
| 755 | 755 | b) 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | item755 | 1 | sqm |
| 756 | 756 | Cement Plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement of 18 mm thick. | item756 | 1 | Sqm. |
| 757 | 757 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with absorption less than 0.08% and confirming to IS:15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), including grouting the joints with white cement and matching pigments etc ; size of tile 600x6000 mm | item757 | 1 | Sqm. |
| 758 | 758 | Providing and laying Antiskid Ceramictiles of approved quality of size30cmx30cm and confirming to IS15622-2006 (Group-BIIA) for anti skid flooring in required position laid on a be of 1:4 cement mortar including cement float, filling joint with cements slurry cieaning curing etc complete.. | item758 | 1 | Sqm. |
| 759 | 759 | Painting with synthetic enamel paint of approved brand and manufacture of required color to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | item759 | 1 | Sqm. |
| 760 | 760 | Distempering with oil bound washable distemper of approved brand(Asian,Nerolack) and manufacture to give an even shade new work (two or more coats) over and including priming coat with cement primer. | item760 | 1 | Sqm. |
| 761 | 761 | Making plinth protection 50 mm thick of cement concrete 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. | item761 | 1 | sqm |
| 762 | 762 | Finishing walls with water proofing cement paint \"Snowcem - Plus\" of M/s Asian, Berger Ltd. or equivalent of required shade:New work (Two or more coats applied @ 3.84 Kg/10 Sqm.) | item762 | 1 | Sqm. |
| 763 | 763 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (External work) | item763 | ||
| 764 | 764 | a) 20 mm dia. nominal bore. | item764 | 1 | Mtr. |
| 765 | 765 | b) 25mm dia. nominal bore. | item765 | 1 | Mtr. |
| 766 | 766 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: 25 to 40mm nominal bore. | item766 | 1 | Each |
| 767 | 767 | Providing and Fixing brass stop cock of approved quality. 15mm nominal bore. | item767 | 1 | Each |
| 768 | 768 | Providing and Fixing C.P.Brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690gms. | item768 | ||
| 769 | 769 | a) 15mm nominal bore. | item769 | 1 | Each |
| 770 | 770 | Providing and Fixing C.P.Brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. | item770 | ||
| 771 | 771 | a) 15mm nominal bore | item771 | 1 | Each |
| 772 | 772 | Providing and Fixing G.I. Pipes complete with GI.Fittings and clamps, including cutting and making good the walls etc. (internal work). | item772 | ||
| 773 | 773 | a) 15mm dia. Nominal bore. | item773 | 1 | Mtr. |
| 774 | 774 | b) 25mm dia nominal bore. | item774 | 1 | Mtr. |
| 775 | 775 | Providing and Fixing gun metal gate value with CI wheel of approved quality (screwed end) 25mm Nominal bore. | item775 | 1 | Each |
| 776 | 776 | Providing and fixing water closet squatting pan (Indian type W.C. Pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, Parryware /Hindware / Seabird / Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. White Vitreous chinaOrissa pattern W.C. pan of size 580 x 440mm with integral type foot rests. | item776 | 1 | Each |
| 777 | 777 | Providing and Fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less than 105gms (Prayag or equivalent) | item777 | 1 | Each |
| 778 | 778 | Providing and Fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 88gms (Prayag or equivalent) | item778 | 1 | Each |
| 779 | 779 | Providing and Fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP Brass screws with concealed fitting arrangement of approved quality colour and make (Prayag or equivalent) 450mm long towel rail with total length of 495mm, 78mm wide and effective hight of 88mm, weighin not less than 170gms. | item779 | 1 | Each |
| 780 | 780 | Providing and Fixing PTMT shelf 440mm long, 124mm width and 36mm height of approved quality, colour and make, weighing not less than 300gms (Prayag or equivalent) | item780 | 1 | Each |
| 781 | 781 | Constructing masonary Chamber 60 x 60 x 75cm inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I.surface box 100mm, Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4mix (1cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1cement: 5 fine sand : 10 graded stone aggregaten 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. -With F.P.S. bricks. | item781 | 1 | Each |
| 782 | 782 | Constructing masonry chamber 90x90x100 cm, inside with 75 class designation brick work in cement morter 1:4 (1 cement:4 fine sand) for sluice valve, with C.I. surface box 100mm. Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) neccessary excavation foundation concrete 1:5:10(1 cement:5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. With F.P.S bricks. | item782 | 1 | Each |
| 783 | 783 | Providing and fixing wash basin with C.I./M.S brackets, 15mm C.P brass pillar taps,Kingston / Gem / Techno / Parko, 32mm C.P brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: Flat back wash basin size 550 x 400mm with single 15mm C.P. brass pillar tap. | item783 | 1 | Each |
| 784 | 784 | Providing and fixing 600 x 450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete. | item784 | 1 | Each |
| 785 | 785 | Providing and fixing soil, waste and vent pipes : 100mm dia. sand cast iron S & S pipe. | item785 | 1 | Mtr. |
| 786 | 786 | Providing and Fixing PVC waste pipe for sink or wash basin including PVC waste fittings complete. Flexible pipe,40mm dia. | item786 | 1 | Each |
| 787 | 787 | Providing and fixing 100mm sand cast Iron grating for gully trap. | item787 | 1 | Each |
| 788 | 788 | Providing & fixing 100mm S.C.I. trap with 100mm inlet and 100mm outlet. | item788 | 1 | Each |
| 789 | 789 | Providing and fixing on wall face unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. (1) Single socketed pipes. 110mm diameter. | item789 | 1 | Mtr. |
| 790 | 790 | a) Bend 87.5 degree,110mm bend | item790 | 1 | Each |
| 791 | 791 | b) Shoe (plain), 110mm shoe | item791 | 1 | Each |
| 792 | 792 | Providing and fixing M.S.holder bat clamps of approved design to C.I. or S.C.I. Rain water pipes embeded in and including cement concrete blocks 10 x 10 x 10cm of 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the walls etc. 100mm diameter. | item792 | 1 | Each |
| 793 | 793 | Providing and placing on tarrace (at all floor levels) polyethylene water storage tank IS:12701 marked indicating the BIS license No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank (Sintex, Electroplast, Star, Lotus or equivalent having valid ISI License). | item793 | 1 | Ltr. |
| 794 | 794 | Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 ( 1 cement : 1 fine sand ) including testing of joints etc. complete – 150 mm dia. | item794 | 1 | each |
| 795 | 795 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : | item795 | ||
| 796 | 796 | a) 150 mm diamete | item796 | 1 | Mtr. |
| 797 | 797 | Providing and Fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete: | item797 | ||
| 798 | 798 | a) 300x10mm | item798 | 1 | Each |
| 799 | 799 | b) 250x10 mm | item799 | 1 | Each |
| 800 | 800 | Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required color or shade with necessary screws etc. Complete 125mm. | item800 | 1 | Each |
| 801 | 801 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:\n250 x 16 mm | item801 | 1 | Each |
| 802 | 802 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side/top/centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc.complete of standard rolled sections, joints mitred and welded and sash bars tenoned and riveted with 15 x 3mm lugs, 10cm long, embedded in cement concrete blocks 15 x 10 x 10cm 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 or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and apriming coat of approved steel primer excluding the coast of metal beading and other fittings except necessary hinges of pivots complete as per approved design.(sectional weight of only steel members shall be measured for payment). | item802 | 1 | kg |
| 803 | 803 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete | item803 | 1 | Kg |
| 804 | 804 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | item804 | 1 | Kg |
| 805 | 805 | 9.118 Providing and fixing to existing door frames. | item805 | ||
| 806 | 806 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheet shall be manufactured out of 2400 TEX panel rovigs incorporatingminimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent clear or pigmented, textured or smooth as specified | item806 | 1 | sqm |
| 807 | 807 | a) 2 mm thick corrugated (2.5\" or 4.2\" or 6\") or step-down (2\" or 3\" or 6\" ) as specified | item807 | ||
| 808 | 808 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle\niron and 3 mm M.S. gusset plates at the junctions and corners, all necessary\nfittings complete, including applying a priming coat of approved steel primer.\n10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces | item808 | 1 | sqm |
| 809 | 809 | a) Using flats 30x6mm for diagonal braces and central cross piece | item809 | 1 | sqm |
| 810 | 810 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved makeconforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free,straight, mitred and jointed mechanically wherever required includingcleat angle, Aluminium snap beading for glazing / paneling, C.P brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelingand dash fasteners to be paid for separately) : | item810 | ||
| 811 | 811 | For shutters of doors, windows & ventilators including providing and fixing\nhinges/ pivots and making provision for fixing of fittings wherever required\nincluding the cost of EPDM rubber / neoprene gasket required (Fittings shall\nbe paid for separately | item811 | ||
| 812 | 812 | Anodised aluminium (anodised transparent or dyed to required shade according\nto IS: 1868, Minimum anodic coating of grade AC 15) | item812 | ||
| 813 | 813 | b) window | item813 | 1 | kilogram |
| 814 | 814 | Providing and fixing glazing in aluminium door, window, ventilator shutters\nand partitions etc. with EPDM rubber / neoprene gasket etc. complete as per\nthe architectural drawings and the directions of engineer-in-charge . (Cost of\naluminium snap beading shall be paid in basic item): | item814 | ||
| 815 | 815 | a) With float glass panes of 4.0 mm thickness | item815 | 1 | sqm |
| 816 | 816 | 24 mm thick factory made PVC door shutters made of stylesand rails of a uPVC hollow section of size 59x24 mm and wallthickness 2 mm (± 0.2 mm) with inbuilt edging on both sides.The styles and rails mitred and joint at the corners by meansof M.S. galvanised/ plastic brackets of size 75x220 mm havingwall thickness 1.0 mm and stainless steel screws. The stylesof the shutter reinforced by inserting galvanised M.S. tube ofsize 20x20 mm and 1 mm (± 0.1 mm) wall thickness. Thelock rail made up of 'H' section, a uPVC hollow section of size100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to theshutter styles by means of plastic/galvanised M.S. 'U' cleats.The shutter frame filled with a uPVC multi-chambered singleThe shutter frame filled with a uPVC multi-chambered singlepanel of size not less than 620 mm, having over all thicknessof 20 mm and 1 mm (± 0.1 mm) wall thickness . The panelsfilled vertically and tie bar at two places by inserting horizontally6 mm galvanised M.S. rod and fastened with nuts andwashers, complete as per manufacturer's specification anddirection of Engineer-in-charge. | item816 | 1 | sqm |
| 817 | 817 | Providing and fixing factory made P.V.C. door frame of size 50x47 mmwith awall thickness of 5 mm, made out of extruded 5mm rigid PVCfoam sheet, mitred at corners and joined with 2 Nos of 150 mm longbrackets of 15x15 mm M.S. square tube, the vertical door frame profilesto be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDMrubber gasket weather seal to be provided through out the frame. Thedoor frame to be fixed to the wall using M.S. screws of 65/100 mm size,complete as per manufacturer’s specification and direction of Engineein-Charge. | item817 | 1 | metre |
| 818 | 818 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths inter - locked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade no.2 and M.S. top cover of required thickness for rolling shutters. 80 x 1.20 mm M.S. laths with 1.2 mm thick top cover. | item818 | 1 | Sqm. |
| 819 | 819 | a) Providing & fixing ball bearing for rolling shutters. | item819 | 1 | Each |
| 820 | 820 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and\nclerestory windows using wire gauge with average width of aperture 1.4 mm in\nboth directions with wire of dia 0.63 mm all complete | item820 | ||
| 821 | 821 | a) With 12 mm mild steel U beading | item821 | 1 | sqm |
| 822 | 822 | Providing and fixing G.I. chain link fabric fencing of required width inmesh size 50x50 mm including strengthening with 2 mm dia wire ornuts, bolts and washers as required complete as per the direction ofEngineer-in-charge | item822 | ||
| 823 | 823 | a) Made of G.I. wire of dia 4 mm | item823 | 1 | sqm |
| 824 | 824 | Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | item824 | 1 | cum |
| 825 | 825 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within50 metres lead as per direction of Engineer - in- charge. | item825 | 1 | cum |
| 826 | 826 | Extra for cutting reinforcement bars manually/ by mechanical meansin R.C.C. or R.B. work (Payment shall be made on the crosssectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge | item826 | 1 | sqm |
| 827 | 827 | Demolishing brick work manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge | item827 | ||
| 828 | 828 | a) In cement mortar | item828 | 1 | cum |
| 829 | 829 | Removing mortar from bricks and cleaning bricks including stackingwithin a lead of 50 m (stacks of cleaned bricks shall be measured): | item829 | ||
| 830 | 830 | a) From brick work in cement mortar | item830 | 1 | 1000 Nos |
| 831 | 831 | Dismantling doors, windows and clerestory windows (steel or wood)shutter including chowkhats, architrave, holdfasts etc. complete andstacking within 50 metres lead : | item831 | ||
| 832 | 832 | a) Of area 3 sq. metres and below | item832 | 1 | Each |
| 833 | 833 | b) Of area beyond 3 sq. metres | item833 | 1 | Each |
| 834 | 834 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and\nclerestory windows using wire gauge with average width of aperture 1.4 mm in\nboth directions with wire of dia 0.63 mm all complete | item834 | ||
| 835 | 835 | a) With 12 mm mild steel U beading | item835 | 1 | sqm |
| 836 | 836 | Providing and fixing aluminium sliding door bolts, ISI marked anodised(anodic coating not less than grade AC 10 as per IS : 1868),transparent or dyed to required colour or shade, with nuts and screwsetc. complete : | item836 | ||
| 837 | 837 | 300x16 mm | item837 | 1 | Each |
| 838 | 838 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Foundations, footings, bases of columns, etc. for mass concrete : | item838 | 1 | sqm |
| 839 | 839 | Lintels, beams, plinth beams, girders, bressumers and\n cantilevers | item839 | 1 | sqm |
| 840 | 840 | b) Suspended floors, roofs, landings, balconies and access\n platform | item840 | 1 | sqm |
| 841 | 841 | c) Columns, Pillars, Piers, Abutments, Posts and Struts | item841 | 1 | sqm |
| 842 | 842 | pvc pipe for electrical work 25mm dia | item842 | 1 | rm |
| 843 | 843 | Schedule- D (Supply and Execution Goomty) D(i)- Hind | item843 | ||
| 844 | 844 | Foundation | item844 | ||
| 845 | 845 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 3 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 3 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | item845 | 1 | Cum. |
| 846 | 846 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. In layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. | item846 | 1 | Cum. |
| 847 | 847 | Providing and laying in position cement concrete of specified grade excludingbthe cost of centering and shuttering - All work up to plinth level : | item847 | ||
| 848 | 848 | a) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | item848 | 1 | Cum |
| 849 | 849 | b) 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | item849 | 1 | Cum |
| 850 | 850 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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.“(Note :-Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). | item850 | ||
| 851 | 851 | a) All works upto Plinth Level | item851 | 1 | Cum. |
| 852 | 852 | b) All works above plinth level upto floor V level | item852 | 1 | Cum. |
| 853 | 853 | Supplying and filling in plinth with sand under floors including,watering,ramming, consolidating and dressing complete. | item853 | 1 | Cum. |
| 854 | 854 | Brick work with F.P.S bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 (1Cement : 6 coarse sand) | item854 | 1 | Cum. |
| 855 | 855 | Brick work with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 (1 Cement : 6 coarse sand) | item855 | 1 | Cum. |
| 856 | 856 | Half brick masonary with F.P.S bricks of class designation 7.5 in foundations and plinth in cement mortar 1:4 (1 cement:4 coarse sand) | item856 | 1 | Sqm |
| 857 | 857 | Half brick masonary with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in cement mortar 1:4 (1 cement:4 coarse sand) | item857 | 1 | Sqm. |
| 858 | 858 | Brick work with bricks of class designation 7.5 in foundation and plinth in Cement mortar:1:4 (1 cement: 4 coarse sand ), | item858 | 1 | Cum. |
| 859 | 859 | b) Extra for brickwork in superstructure above plinth level upto floor V level. - CM : 1:4 (1 cement: 4 coarse sand) | item859 | 1 | Cum. |
| 860 | 860 | Applying a coat of residual petroleum bitumen (of grade of VG-10) of penetration 80/100 of approved quality using 1.7 kg per square metre after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil | item860 | 1 | sqm |
| 861 | 861 | Supplying and placing in position High Strength Deformed Steel bars reinforcemetn . (confirming to IS 1786 Grade Fe 500) for RCC works including transporting the steel straightening, cleaning, cutting, bending, binding to required shapes and lenghts as per drawing including the cost of binding wire 18 SWG as needed. Steel shall be from main producers such as SAIL,RINL & TISCO. Rates shall include the cost of protective coating of truncated inhibitedcement slurry. | item861 | 1 | Kg |
| 862 | 862 | Providing and fixing T iron Frames for Doors, Window and Ventileters of mild steel Tee section, joints mitred and welded, including fixing of necessary butt hinges and screws and applying in prime coat of approved steel primer.\nFixing with 15 x 3 mm lugs 10 cm long embedded in cement concrete block 15 x 10 x 10 cm of C.C. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | item862 | 1 | Kg |
| 863 | 863 | Providing and fixing ISI marked flush door shutters confirming to IS 2202 (Part -I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters | item863 | ||
| 864 | 864 | Providing and fixing IS : 12817 marked stainless steel butt hinges withstainless steel screws etc. complete : | item864 | ||
| 865 | 865 | a) 25x64x1.90 mm | item865 | 1 | Each |
| 866 | 866 | b) 100X58X1.90 mm | item866 | 1 | Each |
| 867 | 867 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths inter - locked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade no.2 and M.S. top cover of required thickness for rolling shutters. 80 x 1.20 mm M.S. laths with 1.2 mm thick top cover. | item867 | 1 | Sqm. |
| 868 | 868 | a) Providing & fixing ball bearing for rolling shutters. | item868 | 1 | Each |
| 869 | 869 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. | item869 | 1 | Kg. |
| 870 | 870 | Providing and fixing circular/ hexagonal cast iron or MS sheet box for ceiling fan clamp of internal dia140m., 73mm height, bottom and top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron/ box by means of 3.3mm dia.round headed screws, one lock at the corners. Clamp shall be made of 12mm dia.M.S. bar bent to shape as per standard drawing. | item870 | 1 | Each |
| 871 | 871 | Providing and fixing hand rail by welding etc.to steel ladder railing,balcony railing & staircase railing including applying apriming coatof approved steel primer GI Pipes 40 mm nominal bore (class B). | item871 | 1 | Kg. |
| 872 | 872 | 12mm cement plaster of mix 1:6 (1cement : 6 coarse sand). | item872 | 1 | Sqm. |
| 873 | 873 | 15mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1cement : 6 coarse sand). | item873 | 1 | Sqm. |
| 874 | 874 | 6mm cement plaster to ceilling of mix 1:3(1cement: 3 fine sand). | item874 | 1 | Sqm. |
| 875 | 875 | 12 mm cement plaster finished with a floating coat of neat cement of mix : \n1:4 (1 cement: 4 fine sand) | item875 | 1 | sqm |
| 876 | 876 | Providing and fixing 10 mm thick acid and or/ alkali resistance tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and /or alkali resisting cement as per IS: 4457, complete as per the direction of enfgineer-in-charge. | item876 | ||
| 877 | 877 | a) In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement:4 coarse sand) - Acid and alkali resistant tile | item877 | 1 | sqm |
| 878 | 878 | b) in dado/skirting on 12 mm thick mortar1:4 (1 acid proof cement: 4 coarse sand) - Acid and alkali resistant tile | item878 | 1 | sqm |
| 879 | 879 | Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement motar 1:4 (1 cement : 4 coarse sand) - 25 mm thick. | item879 | 1 | sqm |
| 880 | 880 | Kota stone slab 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement motar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | item880 | 1 | sqm |
| 881 | 881 | Providing and fixing 1st quality wall ceramic glazed wall tiles conforming to IS:15622 of minimum thickness 5 mm of approved make like NITCO, ORIENT, SOMANY KAJARIA, or equivalent make in all colours, shades except begundy, bottle green , black of any size as approved by Enginner -in-charge in skirting, risers of steps and dados over 12 mm thick bed of Cement Mortar 1:3 (1 Cement :3 Coarse sand) and jointing with grey cement slurry @3.3kg per sqm including pointing in white cement mixed with pigment of matching shades complete. | item881 | 1 | Sqm. |
| 882 | 882 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality confirming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. | item882 | 1 | Sqm. |
| 883 | 883 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate, 20 mm nominal size) in and top layer 12 mm thick cement haedener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This include cost of cement slurry. | item883 | 1 | Sqm. |
| 884 | 884 | Cement Plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement of 18 mm thick. | item884 | 1 | Sqm. |
| 885 | 885 | Providing and laying Vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with absorption less than 0.08% and confirming to IS:15622, of approved make, in all colours and shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete ; size of tile 600x600 mm | item885 | 1 | Sqm. |
| 886 | 886 | Painting with synthetic enamel paint of approved brand and manufacture of required color to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | item886 | 1 | Sqm. |
| 887 | 887 | Distempering with oil bound washable distemper of approved brand(Asian,Nerolack) and manufacture to give an even shade new work (two or more coats) over and including priming coat with cement primer. | item887 | 1 | Sqm. |
| 888 | 888 | Making plinth protection 50 mm thick of cement concrete 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. | item888 | 1 | sqm |
| 889 | 889 | Finishing walls with water proofing cement paint \"Snowcem - Plus\" of M/s Asian, Berger Ltd. or equivalent of required shade:New work (Two or more coats applied @ 3.84 Kg/10 Sqm.) | item889 | 1 | Sqm. |
| 890 | 890 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatement of roofs, balconies, terraces etc consisting of following operation: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compund conforming to IS: 2645 and approved by Engineer-in-charge. b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand ) admixed with water proofing compund conforming to IS: 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of junctions of walls and slabs. | item890 | ||
| 891 | 891 | c) After two days of proper curing applying a second coat of cement slurry using 2.7kg/sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge.d) finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 admix with water proofing compound conforming to IS:2645 and approved by Engineer incharge.e)the whole terrace so finished shall be flooded with water for minimum period of 2 weeks for curring and final test. All above operations to be done in order and as directed and specified by the Engineer-in-charge. | item891 | 1 | Cum |
| 892 | 892 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (External work) | item892 | ||
| 893 | 893 | a) 20 mm dia. nominal bore. | item893 | 1 | Mtr. |
| 894 | 894 | b) 25mm dia. nominal bore. | item894 | 1 | Mtr. |
| 895 | 895 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: 25 to 40mm nominal bore. | item895 | 1 | Each |
| 896 | 896 | Providing and Fixing brass stop cock of approved quality. 15mm nominal bore. | item896 | 1 | Each |
| 897 | 897 | Providing and Fixing C.P.Brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690gms. | item897 | ||
| 898 | 898 | a) 15mm nominal bore. | item898 | 1 | Each |
| 899 | 899 | Providing and Fixing C.P.Brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. | item899 | ||
| 900 | 900 | a) \15mm nominal bore | item900 | 1 | Each |
| 901 | 901 | Providing and Fixing G.I. Pipes complete with GI.Fittings and clamps, including cutting and making good the walls etc. (internal work). | item901 | ||
| 902 | 902 | a) 15mm dia. Nominal bore. | item902 | 1 | Mtr. |
| 903 | 903 | b) 25mm dia nominal bore. | item903 | 1 | Mtr. |
| 904 | 904 | Providing and Fixing gun metal gate value with CI wheel of approved quality (screwed end) 25mm Nominal bore. | item904 | 1 | Each |
| 905 | 905 | Providing and fixing water closet squatting pan (Indian type W.C. Pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, Parryware /Hindware / Seabird / Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. White Vitreous chinaOrissa pattern W.C. pan of size 580 x 440mm with integral type foot rests. | item905 | 1 | Each |
| 906 | 906 | Providing and Fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less than 105gms (Prayag or equivalent) | item906 | 1 | Each |
| 907 | 907 | Providing and Fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 88gms (Prayag or equivalent) | item907 | 1 | Each |
| 908 | 908 | Providing and Fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP Brass screws with concealed fitting arrangement of approved quality colour and make (Prayag or equivalent) 450mm long towel rail with total length of 495mm, 78mm wide and effective hight of 88mm, weighin not less than 170gms. | item908 | 1 | Each |
| 909 | 909 | Providing and Fixing PTMT shelf 440mm long, 124mm width and 36mm height of approved quality, colour and make, weighing not less than 300gms (Prayag or equivalent) | item909 | 1 | Each |
| 910 | 910 | Constructing masonary Chamber 60 x 60 x 75cm inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I.surface box 100mm, Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4mix (1cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1cement: 5 fine sand : 10 graded stone aggregaten 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. -With F.P.S. bricks. | item910 | 1 | Each |
| 911 | 911 | Constructing masonry chamber 90x90x100 cm, inside with 75 class designation brick work in cement morter 1:4 (1 cement:4 fine sand) for sluice valve, with C.I. surface box 100mm. Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) neccessary excavation foundation concrete 1:5:10(1 cement:5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. With F.P.S bricks. | item911 | 1 | Each |
| 912 | 912 | Providing and fixing wash basin with C.I./M.S brackets, 15mm C.P brass pillar taps,Kingston / Gem / Techno / Parko, 32mm C.P brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: Flat back wash basin size 550 x 400mm with single 15mm C.P. brass pillar tap. | item912 | 1 | Each |
| 913 | 913 | Providing and fixing 600 x 450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete. | item913 | 1 | Each |
| 914 | 914 | Providing and fixing soil, waste and vent pipes : 100mm dia. sand cast iron S & S pipe. | item914 | 1 | Mtr. |
| 915 | 915 | Providing and Fixing PVC waste pipe for sink or wash basin including PVC waste fittings complete. Flexible pipe,40mm dia. | item915 | 1 | Each |
| 916 | 916 | Providing and fixing 100mm sand cast Iron grating for gully trap. | item916 | 1 | Each |
| 917 | 917 | Providing & fixing 100mm S.C.I. trap with 100mm inlet and 100mm outlet. | item917 | 1 | Each |
| 918 | 918 | Providing and fixing on wall face unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. (1) Single socketed pipes. 110mm diameter. | item918 | 1 | Mtr. |
| 919 | 919 | Providing and fixing on wall face unplasticised - P.V.C. moulded fittings / accessories for unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving10mm gap for thermal expansion. | item919 | ||
| 920 | 920 | a) Bend 87.5 degree,110mm bend | item920 | 1 | Each |
| 921 | 921 | b) Shoe (plain), 110mm shoe | item921 | 1 | Each |
| 922 | 922 | Providing and fixing M.S.holder bat clamps of approved design to C.I. or S.C.I. Rain water pipes embeded in and including cement concrete blocks 10 x 10 x 10cm of 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the walls etc. 100mm diameter. | item922 | 1 | Each |
| 923 | 923 | Providing and placing on tarrace (at all floor levels) polyethylene water storage tank IS:12701 marked indicating the BIS license No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank (Sintex, Electroplast, Star, Lotus or equivalent having valid ISI License). | item923 | 1 | Ltr. |
| 924 | 924 | Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 ( 1 cement : 1 fine sand ) including testing of joints etc. complete – 150 mm dia. | item924 | 1 | each |
| 925 | 925 | Providing and Fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete: | item925 | ||
| 926 | 926 | a) 300x10mm | item926 | 1 | Each |
| 927 | 927 | b) 250x10 mm | item927 | 1 | Each |
| 928 | 928 | Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required color or shade with necessary screws etc. Complete 125mm. | item928 | 1 | Each |
| 929 | 929 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:\n250 x 16 mm | item929 | 1 | Each |
| 930 | 930 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side/top/centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc.complete of standard rolled sections, joints mitred and welded and sash bars tenoned and riveted with 15 x 3mm lugs, 10cm long, embedded in cement concrete blocks 15 x 10 x 10cm 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 or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and apriming coat of approved steel primer excluding the coast of metal beading and other fittings except necessary hinges of pivots complete as per approved design.(sectional weight of only steel members shall be measured for payment). | item930 | 1 | kg |
| 931 | 931 | Providing, laying and jointing glazed SW pipes grade A with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc.complete. 150 mm diameter. | item931 | 1 | Mtr. |
| 932 | 932 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete | item932 | 1 | Kg |
| 933 | 933 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | item933 | 1 | Kg |
| 934 | 934 | 9.118 Providing and fixing to existing door frames. | item934 | ||
| 935 | 935 | 24 mm thick factory made PVC door shutters made of styles and rails of a\nuPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm)\nwith inbuilt edging on both sides. The styles and rails mitred and joint at the\ncorners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having\nwall thickness 1.0 mm and stainless steel screws. The styles of the shutter\nreinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1\nmm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section\nof size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter\nstyles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled\nwith a uPVC multi-chambered single panel of size not less than 620 mm, having\nover all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels\nrod and fastened with nuts and washers, complete as per\nmanufacturer's specification and direction of Engineer-in-charge. (For W.C.\nand bathroom door shutter). | item935 | 1 | sqm |
| 936 | 936 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle\niron and 3 mm M.S. gusset plates at the junctions and corners, all necessary\nfittings complete, including applying a priming coat of approved steel primer.\n10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces | item936 | 1 | sqm |
| 937 | 937 | Using flats 30x6mm for diagonal braces and central cross piece | item937 | 1 | sqm |
| 938 | 938 | Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced\nGypsum) false ceiling tiles of Size 595x595 mm of approved texture, design\nand patterns having moisture content less than 2%, humidity resistance of\n99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476\n(part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal\nlevel suspended on inter-locking metal T-Grid of hot dipped galvanised iron\nsection of 0.33mm thick (galvanized @ 120 grams per sqm including both\nsides) comprising of main-T runners of size 15x32 mm of length 3000 mm,\ncross - T of size 15x32 mm of length 1200 mm and secondary intermediate\ncross-T of size 15x32 mm of length 600mm to form grid module of size 600 x\n600 mm, suspended from ceiling using galvanised mild steel items (galvanizing\n@ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners,\n6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level\nadjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size\n24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with\nthe help of plastic rawl plugs at 450 mm center to center and 40 mm long dry\nwall wood screws. The work shall be carried out as per specifications, drawing\nand as per directions of the Engineer-in-Charge.\n26.26.1 With semi perforated 12 mm thick micro tegular edged GRG false ceiling tiles. | item938 | 1 | sqm |
| 939 | 939 | For shutters of doors, windows & ventilators including providing and fixing\nhinges/ pivots and making provision for fixing of fittings wherever required\nincluding the cost of EPDM rubber / neoprene gasket required (Fittings shall\nbe paid for separately | item939 | ||
| 940 | 940 | a) Anodised aluminium (anodised transparent or dyed to required shade according\nto IS: 1868, Minimum anodic coating of grade AC 15) | item940 | ||
| 941 | 941 | b) window | item941 | 1 | kilogram |
| 942 | 942 | Providing and fixing glazing in aluminium door, window, ventilator shutters\nand partitions etc. with EPDM rubber / neoprene gasket etc. complete as per\nthe architectural drawings and the directions of engineer-in-charge . (Cost of\naluminium snap beading shall be paid in basic item): | item942 | ||
| 943 | 943 | a) With float glass panes of 4.0 mm thickness | item943 | 1 | sqm |
| 944 | 944 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and\nclerestory windows using wire gauge with average width of aperture 1.4 mm in\nboth directions with wire of dia 0.63 mm all complete | item944 | ||
| 945 | 945 | a) With 12 mm mild steel U beading | item945 | 1 | sqm |
| 946 | 946 | Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | item946 | 1 | cum |
| 947 | 947 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Foundations, footings, bases of columns, etc. for mass concrete : | item947 | 1 | sqm |
| 948 | 948 | a) Lintels, beams, plinth beams, girders, bressumers and\n cantilevers | item948 | 1 | sqm |
| 949 | 949 | b) Suspended floors, roofs, landings, balconies and access\n platform | item949 | 1 | sqm |
| 950 | 950 | c) Columns, Pillars, Piers, Abutments, Posts and Struts | item950 | 1 | sqm |
| 951 | 951 | pvc pipe for electrical work 25mm dia | item951 | 1 | rm |
| 952 | 952 | Schedule- D (Supply and Execution Goomty) D(ii)-a- Thana Bhawan | item952 | ||
| 953 | 953 | Foundation | item953 | ||
| 954 | 954 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 3 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 3 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | item954 | 1 | Cum. |
| 955 | 955 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. In layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. | item955 | 1 | Cum. |
| 956 | 956 | Providing and laying in position cement concrete of specified grade excludingbthe cost of centering and shuttering - All work up to plinth level : | item956 | ||
| 957 | 957 | a) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | item957 | 1 | Cum |
| 958 | 958 | b) 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | item958 | 1 | Cum |
| 959 | 959 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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.“(Note :-Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). | item959 | ||
| 960 | 960 | a) All works upto Plinth Level | item960 | 1 | Cum. |
| 961 | 961 | b) All works above plinth level upto floor V level | item961 | 1 | Cum. |
| 962 | 962 | Supplying and filling in plinth with sand under floors including,watering,ramming, consolidating and dressing complete. | item962 | 1 | Cum. |
| 963 | 963 | Brick work with F.P.S bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 (1Cement : 6 coarse sand) | item963 | 1 | Cum. |
| 964 | 964 | Brick work with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 (1 Cement : 6 coarse sand) | item964 | 1 | Cum. |
| 965 | 965 | Half brick masonary with F.P.S bricks of class designation 7.5 in foundations and plinth in cement mortar 1:4 (1 cement:4 coarse sand) | item965 | 1 | Sqm |
| 966 | 966 | Half brick masonary with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in cement mortar 1:4 (1 cement:4 coarse sand) | item966 | 1 | Sqm. |
| 967 | 967 | Brick work with bricks of class designation 7.5 in foundation and plinth in Cement mortar:1:4 (1 cement: 4 coarse sand ), | item967 | 1 | Cum. |
| 968 | 968 | b) Extra for brickwork in superstructure above plinth level upto floor V level. - CM : 1:4 (1 cement: 4 coarse sand) | item968 | 1 | Cum. |
| 969 | 969 | Applying a coat of residual petroleum bitumen (of grade of VG-10) of penetration 80/100 of approved quality using 1.7 kg per square metre after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil | item969 | 1 | sqm |
| 970 | 970 | Supplying and placing in position High Strength Deformed Steel bars reinforcemetn . (confirming to IS 1786 Grade Fe 500) for RCC works including transporting the steel straightening, cleaning, cutting, bending, binding to required shapes and lenghts as per drawing including the cost of binding wire 18 SWG as needed. Steel shall be from main producers such as SAIL,RINL & TISCO. Rates shall include the cost of protective coating of truncated inhibitedcement slurry. | item970 | 1 | Kg |
| 971 | 971 | Providing and fixing T iron Frames for Doors, Window and Ventileters of mild steel Tee section, joints mitred and welded, including fixing of necessary butt hinges and screws and applying in prime coat of approved steel primer.\nFixing with 15 x 3 mm lugs 10 cm long embedded in cement concrete block 15 x 10 x 10 cm of C.C. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | item971 | 1 | Kg |
| 972 | 972 | Providing and fixing ISI marked flush door shutters confirming to IS 2202 (Part -I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters | item972 | ||
| 973 | 973 | Providing and fixing IS : 12817 marked stainless steel butt hinges withstainless steel screws etc. complete : | item973 | ||
| 974 | 974 | a) 25x64x1.90 mm | item974 | 1 | Each |
| 975 | 975 | b) 100X58X1.90 mm | item975 | 1 | Each |
| 976 | 976 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths inter - locked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade no.2 and M.S. top cover of required thickness for rolling shutters. 80 x 1.20 mm M.S. laths with 1.2 mm thick top cover. | item976 | 1 | Sqm. |
| 977 | 977 | a) Providing & fixing ball bearing for rolling shutters. | item977 | 1 | Each |
| 978 | 978 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. | item978 | 1 | Kg. |
| 979 | 979 | Providing and fixing circular/ hexagonal cast iron or MS sheet box for ceiling fan clamp of internal dia140m., 73mm height, bottom and top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron/ box by means of 3.3mm dia.round headed screws, one lock at the corners. Clamp shall be made of 12mm dia.M.S. bar bent to shape as per standard drawing. | item979 | 1 | Each |
| 980 | 980 | Providing and fixing hand rail by welding etc.to steel ladder railing,balcony railing & staircase railing including applying apriming coatof approved steel primer GI Pipes 40 mm nominal bore (class B). | item980 | 1 | Kg. |
| 981 | 981 | 12mm cement plaster of mix 1:6 (1cement : 6 coarse sand). | item981 | 1 | Sqm. |
| 982 | 982 | 15mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1cement : 6 coarse sand). | item982 | 1 | Sqm. |
| 983 | 983 | 6mm cement plaster to ceilling of mix 1:3(1cement: 3 fine sand). | item983 | 1 | Sqm. |
| 984 | 984 | 12 mm cement plaster finished with a floating coat of neat cement of mix : \n1:4 (1 cement: 4 fine sand) | item984 | 1 | sqm |
| 985 | 985 | Providing and fixing 10 mm thick acid and or/ alkali resistance tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and /or alkali resisting cement as per IS: 4457, complete as per the direction of enfgineer-in-charge. | item985 | ||
| 986 | 986 | a) In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement:4 coarse sand) - Acid and alkali resistant tile | item986 | 1 | sqm |
| 987 | 987 | b) in dado/skirting on 12 mm thick mortar1:4 (1 acid proof cement: 4 coarse sand) - Acid and alkali resistant tile | item987 | 1 | sqm |
| 988 | 988 | Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement motar 1:4 (1 cement : 4 coarse sand) - 25 mm thick. | item988 | 1 | sqm |
| 989 | 989 | Kota stone slab 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement motar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | item989 | 1 | sqm |
| 990 | 990 | Providing and fixing 1st quality wall ceramic glazed wall tiles conforming to IS:15622 of minimum thickness 5 mm of approved make like NITCO, ORIENT, SOMANY KAJARIA, or equivalent make in all colours, shades except begundy, bottle green , black of any size as approved by Enginner -in-charge in skirting, risers of steps and dados over 12 mm thick bed of Cement Mortar 1:3 (1 Cement :3 Coarse sand) and jointing with grey cement slurry @3.3kg per sqm including pointing in white cement mixed with pigment of matching shades complete. | item990 | 1 | Sqm. |
| 991 | 991 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality confirming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. | item991 | 1 | Sqm. |
| 992 | 992 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate, 20 mm nominal size) in and top layer 12 mm thick cement haedener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This include cost of cement slurry. | item992 | 1 | Sqm. |
| 993 | 993 | Cement Plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement of 18 mm thick. | item993 | 1 | Sqm. |
| 994 | 994 | Providing and laying Vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with absorption less than 0.08% and confirming to IS:15622, of approved make, in all colours and shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete ; size of tile 600x600 mm | item994 | 1 | Sqm. |
| 995 | 995 | Painting with synthetic enamel paint of approved brand and manufacture of required color to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | item995 | 1 | Sqm. |
| 996 | 996 | Distempering with oil bound washable distemper of approved brand(Asian,Nerolack) and manufacture to give an even shade new work (two or more coats) over and including priming coat with cement primer. | item996 | 1 | Sqm. |
| 997 | 997 | Making plinth protection 50 mm thick of cement concrete 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. | item997 | 1 | sqm |
| 998 | 998 | Finishing walls with water proofing cement paint \"Snowcem - Plus\" of M/s Asian, Berger Ltd. or equivalent of required shade:New work (Two or more coats applied @ 3.84 Kg/10 Sqm.) | item998 | 1 | Sqm. |
| 999 | 999 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatement of roofs, balconies, terraces etc consisting of following operation: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compund conforming to IS: 2645 and approved by Engineer-in-charge. b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand ) admixed with water proofing compund conforming to IS: 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of junctions of walls and slabs. | item999 | ||
| 1000 | 1000 | c) After two days of proper curing applying a second coat of cement slurry using 2.7kg/sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge.d) finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 admix with water proofing compound conforming to IS:2645 and approved by Engineer incharge.e)the whole terrace so finished shall be flooded with water for minimum period of 2 weeks for curring and final test. All above operations to be done in order and as directed and specified by the Engineer-in-charge. | item1000 | 1 | Cum |
| 1001 | 1001 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (External work) | item1001 | ||
| 1002 | 1002 | a) 20 mm dia. nominal bore. | item1002 | 1 | Mtr. |
| 1003 | 1003 | b) 25mm dia. nominal bore. | item1003 | 1 | Mtr. |
| 1004 | 1004 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: 25 to 40mm nominal bore. | item1004 | 1 | Each |
| 1005 | 1005 | Providing and Fixing brass stop cock of approved quality. 15mm nominal bore. | item1005 | 1 | Each |
| 1006 | 1006 | Providing and Fixing C.P.Brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690gms. | item1006 | ||
| 1007 | 1007 | a) 15mm nominal bore. | item1007 | 1 | Each |
| 1008 | 1008 | Providing and Fixing C.P.Brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. | item1008 | ||
| 1009 | 1009 | a) \15mm nominal bore | item1009 | 1 | Each |
| 1010 | 1010 | Providing and Fixing G.I. Pipes complete with GI.Fittings and clamps, including cutting and making good the walls etc. (internal work). | item1010 | ||
| 1011 | 1011 | a) 15mm dia. Nominal bore. | item1011 | 1 | Mtr. |
| 1012 | 1012 | b) 25mm dia nominal bore. | item1012 | 1 | Mtr. |
| 1013 | 1013 | Providing and Fixing gun metal gate value with CI wheel of approved quality (screwed end) 25mm Nominal bore. | item1013 | 1 | Each |
| 1014 | 1014 | Providing and fixing water closet squatting pan (Indian type W.C. Pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, Parryware /Hindware / Seabird / Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. White Vitreous chinaOrissa pattern W.C. pan of size 580 x 440mm with integral type foot rests. | item1014 | 1 | Each |
| 1015 | 1015 | Providing and Fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less than 105gms (Prayag or equivalent) | item1015 | 1 | Each |
| 1016 | 1016 | Providing and Fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 88gms (Prayag or equivalent) | item1016 | 1 | Each |
| 1017 | 1017 | Providing and Fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP Brass screws with concealed fitting arrangement of approved quality colour and make (Prayag or equivalent) 450mm long towel rail with total length of 495mm, 78mm wide and effective hight of 88mm, weighin not less than 170gms. | item1017 | 1 | Each |
| 1018 | 1018 | Providing and Fixing PTMT shelf 440mm long, 124mm width and 36mm height of approved quality, colour and make, weighing not less than 300gms (Prayag or equivalent) | item1018 | 1 | Each |
| 1019 | 1019 | Constructing masonary Chamber 60 x 60 x 75cm inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I.surface box 100mm, Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4mix (1cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1cement: 5 fine sand : 10 graded stone aggregaten 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. -With F.P.S. bricks. | item1019 | 1 | Each |
| 1020 | 1020 | Constructing masonry chamber 90x90x100 cm, inside with 75 class designation brick work in cement morter 1:4 (1 cement:4 fine sand) for sluice valve, with C.I. surface box 100mm. Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) neccessary excavation foundation concrete 1:5:10(1 cement:5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. With F.P.S bricks. | item1020 | 1 | Each |
| 1021 | 1021 | Providing and fixing wash basin with C.I./M.S brackets, 15mm C.P brass pillar taps,Kingston / Gem / Techno / Parko, 32mm C.P brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: Flat back wash basin size 550 x 400mm with single 15mm C.P. brass pillar tap. | item1021 | 1 | Each |
| 1022 | 1022 | Providing and fixing 600 x 450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete. | item1022 | 1 | Each |
| 1023 | 1023 | Providing and fixing soil, waste and vent pipes : 100mm dia. sand cast iron S & S pipe. | item1023 | 1 | Mtr. |
| 1024 | 1024 | Providing and Fixing PVC waste pipe for sink or wash basin including PVC waste fittings complete. Flexible pipe,40mm dia. | item1024 | 1 | Each |
| 1025 | 1025 | Providing and fixing 100mm sand cast Iron grating for gully trap. | item1025 | 1 | Each |
| 1026 | 1026 | Providing & fixing 100mm S.C.I. trap with 100mm inlet and 100mm outlet. | item1026 | 1 | Each |
| 1027 | 1027 | Providing and fixing on wall face unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. (1) Single socketed pipes. 110mm diameter. | item1027 | 1 | Mtr. |
| 1028 | 1028 | Providing and fixing on wall face unplasticised - P.V.C. moulded fittings / accessories for unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving10mm gap for thermal expansion. | item1028 | ||
| 1029 | 1029 | a) Bend 87.5 degree,110mm bend | item1029 | 1 | Each |
| 1030 | 1030 | b) Shoe (plain), 110mm shoe | item1030 | 1 | Each |
| 1031 | 1031 | Providing and fixing M.S.holder bat clamps of approved design to C.I. or S.C.I. Rain water pipes embeded in and including cement concrete blocks 10 x 10 x 10cm of 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the walls etc. 100mm diameter. | item1031 | 1 | Each |
| 1032 | 1032 | Providing and placing on tarrace (at all floor levels) polyethylene water storage tank IS:12701 marked indicating the BIS license No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank (Sintex, Electroplast, Star, Lotus or equivalent having valid ISI License). | item1032 | 1 | Ltr. |
| 1033 | 1033 | Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 ( 1 cement : 1 fine sand ) including testing of joints etc. complete – 150 mm dia. | item1033 | 1 | each |
| 1034 | 1034 | Providing and Fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete: | item1034 | ||
| 1035 | 1035 | a) 300x10mm | item1035 | 1 | Each |
| 1036 | 1036 | b) 250x10 mm | item1036 | 1 | Each |
| 1037 | 1037 | Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required color or shade with necessary screws etc. Complete 125mm. | item1037 | 1 | Each |
| 1038 | 1038 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:\n250 x 16 mm | item1038 | 1 | Each |
| 1039 | 1039 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side/top/centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc.complete of standard rolled sections, joints mitred and welded and sash bars tenoned and riveted with 15 x 3mm lugs, 10cm long, embedded in cement concrete blocks 15 x 10 x 10cm 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 or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and apriming coat of approved steel primer excluding the coast of metal beading and other fittings except necessary hinges of pivots complete as per approved design.(sectional weight of only steel members shall be measured for payment). | item1039 | 1 | kg |
| 1040 | 1040 | Providing, laying and jointing glazed SW pipes grade A with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc.complete. 150 mm diameter. | item1040 | 1 | Mtr. |
| 1041 | 1041 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete | item1041 | 1 | Kg |
| 1042 | 1042 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | item1042 | 1 | Kg |
| 1043 | 1043 | 9.118 Providing and fixing to existing door frames. | item1043 | ||
| 1044 | 1044 | 24 mm thick factory made PVC door shutters made of styles and rails of a\nuPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm)\nwith inbuilt edging on both sides. The styles and rails mitred and joint at the\ncorners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having\nwall thickness 1.0 mm and stainless steel screws. The styles of the shutter\nreinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1\nmm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section\nof size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter\nstyles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled\nwith a uPVC multi-chambered single panel of size not less than 620 mm, having\nover all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels\nrod and fastened with nuts and washers, complete as per\nmanufacturer's specification and direction of Engineer-in-charge. (For W.C.\nand bathroom door shutter). | item1044 | 1 | sqm |
| 1045 | 1045 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle\niron and 3 mm M.S. gusset plates at the junctions and corners, all necessary\nfittings complete, including applying a priming coat of approved steel primer.\n10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces | item1045 | 1 | sqm |
| 1046 | 1046 | Using flats 30x6mm for diagonal braces and central cross piece | item1046 | 1 | sqm |
| 1047 | 1047 | Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced\nGypsum) false ceiling tiles of Size 595x595 mm of approved texture, design\nand patterns having moisture content less than 2%, humidity resistance of\n99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476\n(part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal\nlevel suspended on inter-locking metal T-Grid of hot dipped galvanised iron\nsection of 0.33mm thick (galvanized @ 120 grams per sqm including both\nsides) comprising of main-T runners of size 15x32 mm of length 3000 mm,\ncross - T of size 15x32 mm of length 1200 mm and secondary intermediate\ncross-T of size 15x32 mm of length 600mm to form grid module of size 600 x\n600 mm, suspended from ceiling using galvanised mild steel items (galvanizing\n@ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners,\n6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level\nadjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size\n24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with\nthe help of plastic rawl plugs at 450 mm center to center and 40 mm long dry\nwall wood screws. The work shall be carried out as per specifications, drawing\nand as per directions of the Engineer-in-Charge.\n26.26.1 With semi perforated 12 mm thick micro tegular edged GRG false ceiling tiles. | item1047 | 1 | sqm |
| 1048 | 1048 | For shutters of doors, windows & ventilators including providing and fixing\nhinges/ pivots and making provision for fixing of fittings wherever required\nincluding the cost of EPDM rubber / neoprene gasket required (Fittings shall\nbe paid for separately | item1048 | ||
| 1049 | 1049 | a) Anodised aluminium (anodised transparent or dyed to required shade according\nto IS: 1868, Minimum anodic coating of grade AC 15) | item1049 | ||
| 1050 | 1050 | b) window | item1050 | 1 | kilogram |
| 1051 | 1051 | Providing and fixing glazing in aluminium door, window, ventilator shutters\nand partitions etc. with EPDM rubber / neoprene gasket etc. complete as per\nthe architectural drawings and the directions of engineer-in-charge . (Cost of\naluminium snap beading shall be paid in basic item): | item1051 | ||
| 1052 | 1052 | a) With float glass panes of 4.0 mm thickness | item1052 | 1 | sqm |
| 1053 | 1053 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and\nclerestory windows using wire gauge with average width of aperture 1.4 mm in\nboth directions with wire of dia 0.63 mm all complete | item1053 | ||
| 1054 | 1054 | a) With 12 mm mild steel U beading | item1054 | 1 | sqm |
| 1055 | 1055 | Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | item1055 | 1 | cum |
| 1056 | 1056 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Foundations, footings, bases of columns, etc. for mass concrete : | item1056 | 1 | sqm |
| 1057 | 1057 | a) Lintels, beams, plinth beams, girders, bressumers and\n cantilevers | item1057 | 1 | sqm |
| 1058 | 1058 | b) Suspended floors, roofs, landings, balconies and access\n platform | item1058 | 1 | sqm |
| 1059 | 1059 | c) Columns, Pillars, Piers, Abutments, Posts and Struts | item1059 | 1 | sqm |
| 1060 | 1060 | pvc pipe for electrical work 25mm dia | item1060 | 1 | rm |
| 1061 | 1061 | Schedule- D (Supply and Execution Goomty) D(ii)--b- Thana Bhawan | item1061 | ||
| 1062 | 1062 | Foundation | item1062 | ||
| 1063 | 1063 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 3 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 3 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | item1063 | 1 | Cum. |
| 1064 | 1064 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. In layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. | item1064 | 1 | Cum. |
| 1065 | 1065 | Providing and laying in position cement concrete of specified grade excludingbthe cost of centering and shuttering - All work up to plinth level : | item1065 | ||
| 1066 | 1066 | a) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | item1066 | 1 | Cum |
| 1067 | 1067 | b) 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | item1067 | 1 | Cum |
| 1068 | 1068 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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.“(Note :-Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). | item1068 | ||
| 1069 | 1069 | a) All works upto Plinth Level | item1069 | 1 | Cum. |
| 1070 | 1070 | b) All works above plinth level upto floor V level | item1070 | 1 | Cum. |
| 1071 | 1071 | Supplying and filling in plinth with sand under floors including,watering,ramming, consolidating and dressing complete. | item1071 | 1 | Cum. |
| 1072 | 1072 | Brick work with F.P.S bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 (1Cement : 6 coarse sand) | item1072 | 1 | Cum. |
| 1073 | 1073 | Brick work with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 (1 Cement : 6 coarse sand) | item1073 | 1 | Cum. |
| 1074 | 1074 | Half brick masonary with F.P.S bricks of class designation 7.5 in foundations and plinth in cement mortar 1:4 (1 cement:4 coarse sand) | item1074 | 1 | Sqm |
| 1075 | 1075 | Half brick masonary with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in cement mortar 1:4 (1 cement:4 coarse sand) | item1075 | 1 | Sqm. |
| 1076 | 1076 | Brick work with bricks of class designation 7.5 in foundation and plinth in Cement mortar:1:4 (1 cement: 4 coarse sand ), | item1076 | 1 | Cum. |
| 1077 | 1077 | b) Extra for brickwork in superstructure above plinth level upto floor V level. - CM : 1:4 (1 cement: 4 coarse sand) | item1077 | 1 | Cum. |
| 1078 | 1078 | Applying a coat of residual petroleum bitumen (of grade of VG-10) of penetration 80/100 of approved quality using 1.7 kg per square metre after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil | item1078 | 1 | sqm |
| 1079 | 1079 | Supplying and placing in position High Strength Deformed Steel bars reinforcemetn . (confirming to IS 1786 Grade Fe 500) for RCC works including transporting the steel straightening, cleaning, cutting, bending, binding to required shapes and lenghts as per drawing including the cost of binding wire 18 SWG as needed. Steel shall be from main producers such as SAIL,RINL & TISCO. Rates shall include the cost of protective coating of truncated inhibitedcement slurry. | item1079 | 1 | Kg |
| 1080 | 1080 | Providing and fixing T iron Frames for Doors, Window and Ventileters of mild steel Tee section, joints mitred and welded, including fixing of necessary butt hinges and screws and applying in prime coat of approved steel primer.\nFixing with 15 x 3 mm lugs 10 cm long embedded in cement concrete block 15 x 10 x 10 cm of C.C. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | item1080 | 1 | Kg |
| 1081 | 1081 | Providing and fixing ISI marked flush door shutters confirming to IS 2202 (Part -I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters | item1081 | ||
| 1082 | 1082 | Providing and fixing IS : 12817 marked stainless steel butt hinges withstainless steel screws etc. complete : | item1082 | ||
| 1083 | 1083 | a) 25x64x1.90 mm | item1083 | 1 | Each |
| 1084 | 1084 | b) 100X58X1.90 mm | item1084 | 1 | Each |
| 1085 | 1085 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths inter - locked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade no.2 and M.S. top cover of required thickness for rolling shutters. 80 x 1.20 mm M.S. laths with 1.2 mm thick top cover. | item1085 | 1 | Sqm. |
| 1086 | 1086 | a) Providing & fixing ball bearing for rolling shutters. | item1086 | 1 | Each |
| 1087 | 1087 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. | item1087 | 1 | Kg. |
| 1088 | 1088 | Providing and fixing circular/ hexagonal cast iron or MS sheet box for ceiling fan clamp of internal dia140m., 73mm height, bottom and top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron/ box by means of 3.3mm dia.round headed screws, one lock at the corners. Clamp shall be made of 12mm dia.M.S. bar bent to shape as per standard drawing. | item1088 | 1 | Each |
| 1089 | 1089 | Providing and fixing hand rail by welding etc.to steel ladder railing,balcony railing & staircase railing including applying apriming coatof approved steel primer GI Pipes 40 mm nominal bore (class B). | item1089 | 1 | Kg. |
| 1090 | 1090 | 12mm cement plaster of mix 1:6 (1cement : 6 coarse sand). | item1090 | 1 | Sqm. |
| 1091 | 1091 | 15mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1cement : 6 coarse sand). | item1091 | 1 | Sqm. |
| 1092 | 1092 | 6mm cement plaster to ceilling of mix 1:3(1cement: 3 fine sand). | item1092 | 1 | Sqm. |
| 1093 | 1093 | 12 mm cement plaster finished with a floating coat of neat cement of mix : \n1:4 (1 cement: 4 fine sand) | item1093 | 1 | sqm |
| 1094 | 1094 | Providing and fixing 10 mm thick acid and or/ alkali resistance tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and /or alkali resisting cement as per IS: 4457, complete as per the direction of enfgineer-in-charge. | item1094 | ||
| 1095 | 1095 | a) In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement:4 coarse sand) - Acid and alkali resistant tile | item1095 | 1 | sqm |
| 1096 | 1096 | b) in dado/skirting on 12 mm thick mortar1:4 (1 acid proof cement: 4 coarse sand) - Acid and alkali resistant tile | item1096 | 1 | sqm |
| 1097 | 1097 | Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement motar 1:4 (1 cement : 4 coarse sand) - 25 mm thick. | item1097 | 1 | sqm |
| 1098 | 1098 | Kota stone slab 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement motar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | item1098 | 1 | sqm |
| 1099 | 1099 | Providing and fixing 1st quality wall ceramic glazed wall tiles conforming to IS:15622 of minimum thickness 5 mm of approved make like NITCO, ORIENT, SOMANY KAJARIA, or equivalent make in all colours, shades except begundy, bottle green , black of any size as approved by Enginner -in-charge in skirting, risers of steps and dados over 12 mm thick bed of Cement Mortar 1:3 (1 Cement :3 Coarse sand) and jointing with grey cement slurry @3.3kg per sqm including pointing in white cement mixed with pigment of matching shades complete. | item1099 | 1 | Sqm. |
| 1100 | 1100 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality confirming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. | item1100 | 1 | Sqm. |
| 1101 | 1101 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate, 20 mm nominal size) in and top layer 12 mm thick cement haedener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This include cost of cement slurry. | item1101 | 1 | Sqm. |
| 1102 | 1102 | Cement Plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement of 18 mm thick. | item1102 | 1 | Sqm. |
| 1103 | 1103 | Providing and laying Vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with absorption less than 0.08% and confirming to IS:15622, of approved make, in all colours and shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete ; size of tile 600x600 mm | item1103 | 1 | Sqm. |
| 1104 | 1104 | Painting with synthetic enamel paint of approved brand and manufacture of required color to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | item1104 | 1 | Sqm. |
| 1105 | 1105 | Distempering with oil bound washable distemper of approved brand(Asian,Nerolack) and manufacture to give an even shade new work (two or more coats) over and including priming coat with cement primer. | item1105 | 1 | Sqm. |
| 1106 | 1106 | Making plinth protection 50 mm thick of cement concrete 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. | item1106 | 1 | sqm |
| 1107 | 1107 | Finishing walls with water proofing cement paint \"Snowcem - Plus\" of M/s Asian, Berger Ltd. or equivalent of required shade:New work (Two or more coats applied @ 3.84 Kg/10 Sqm.) | item1107 | 1 | Sqm. |
| 1108 | 1108 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatement of roofs, balconies, terraces etc consisting of following operation: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compund conforming to IS: 2645 and approved by Engineer-in-charge. b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand ) admixed with water proofing compund conforming to IS: 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of junctions of walls and slabs. | item1108 | ||
| 1109 | 1109 | c) After two days of proper curing applying a second coat of cement slurry using 2.7kg/sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge.d) finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 admix with water proofing compound conforming to IS:2645 and approved by Engineer incharge.e)the whole terrace so finished shall be flooded with water for minimum period of 2 weeks for curring and final test. All above operations to be done in order and as directed and specified by the Engineer-in-charge. | item1109 | 1 | Cum |
| 1110 | 1110 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (External work) | item1110 | ||
| 1111 | 1111 | a) 20 mm dia. nominal bore. | item1111 | 1 | Mtr. |
| 1112 | 1112 | b) 25mm dia. nominal bore. | item1112 | 1 | Mtr. |
| 1113 | 1113 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: 25 to 40mm nominal bore. | item1113 | 1 | Each |
| 1114 | 1114 | Providing and Fixing brass stop cock of approved quality. 15mm nominal bore. | item1114 | 1 | Each |
| 1115 | 1115 | Providing and Fixing C.P.Brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690gms. | item1115 | ||
| 1116 | 1116 | a) 15mm nominal bore. | item1116 | 1 | Each |
| 1117 | 1117 | Providing and Fixing C.P.Brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. | item1117 | ||
| 1118 | 1118 | a) \15mm nominal bore | item1118 | 1 | Each |
| 1119 | 1119 | Providing and Fixing G.I. Pipes complete with GI.Fittings and clamps, including cutting and making good the walls etc. (internal work). | item1119 | ||
| 1120 | 1120 | a) 15mm dia. Nominal bore. | item1120 | 1 | Mtr. |
| 1121 | 1121 | b) 25mm dia nominal bore. | item1121 | 1 | Mtr. |
| 1122 | 1122 | Providing and Fixing gun metal gate value with CI wheel of approved quality (screwed end) 25mm Nominal bore. | item1122 | 1 | Each |
| 1123 | 1123 | Providing and fixing water closet squatting pan (Indian type W.C. Pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, Parryware /Hindware / Seabird / Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. White Vitreous chinaOrissa pattern W.C. pan of size 580 x 440mm with integral type foot rests. | item1123 | 1 | Each |
| 1124 | 1124 | Providing and Fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less than 105gms (Prayag or equivalent) | item1124 | 1 | Each |
| 1125 | 1125 | Providing and Fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 88gms (Prayag or equivalent) | item1125 | 1 | Each |
| 1126 | 1126 | Providing and Fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP Brass screws with concealed fitting arrangement of approved quality colour and make (Prayag or equivalent) 450mm long towel rail with total length of 495mm, 78mm wide and effective hight of 88mm, weighin not less than 170gms. | item1126 | 1 | Each |
| 1127 | 1127 | Providing and Fixing PTMT shelf 440mm long, 124mm width and 36mm height of approved quality, colour and make, weighing not less than 300gms (Prayag or equivalent) | item1127 | 1 | Each |
| 1128 | 1128 | Constructing masonary Chamber 60 x 60 x 75cm inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I.surface box 100mm, Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4mix (1cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1cement: 5 fine sand : 10 graded stone aggregaten 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. -With F.P.S. bricks. | item1128 | 1 | Each |
| 1129 | 1129 | Constructing masonry chamber 90x90x100 cm, inside with 75 class designation brick work in cement morter 1:4 (1 cement:4 fine sand) for sluice valve, with C.I. surface box 100mm. Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) neccessary excavation foundation concrete 1:5:10(1 cement:5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. With F.P.S bricks. | item1129 | 1 | Each |
| 1130 | 1130 | Providing and fixing wash basin with C.I./M.S brackets, 15mm C.P brass pillar taps,Kingston / Gem / Techno / Parko, 32mm C.P brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: Flat back wash basin size 550 x 400mm with single 15mm C.P. brass pillar tap. | item1130 | 1 | Each |
| 1131 | 1131 | Providing and fixing 600 x 450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete. | item1131 | 1 | Each |
| 1132 | 1132 | Providing and fixing soil, waste and vent pipes : 100mm dia. sand cast iron S & S pipe. | item1132 | 1 | Mtr. |
| 1133 | 1133 | Providing and Fixing PVC waste pipe for sink or wash basin including PVC waste fittings complete. Flexible pipe,40mm dia. | item1133 | 1 | Each |
| 1134 | 1134 | Providing and fixing 100mm sand cast Iron grating for gully trap. | item1134 | 1 | Each |
| 1135 | 1135 | Providing & fixing 100mm S.C.I. trap with 100mm inlet and 100mm outlet. | item1135 | 1 | Each |
| 1136 | 1136 | Providing and fixing on wall face unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. (1) Single socketed pipes. 110mm diameter. | item1136 | 1 | Mtr. |
| 1137 | 1137 | Providing and fixing on wall face unplasticised - P.V.C. moulded fittings / accessories for unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving10mm gap for thermal expansion. | item1137 | ||
| 1138 | 1138 | a) Bend 87.5 degree,110mm bend | item1138 | 1 | Each |
| 1139 | 1139 | b) Shoe (plain), 110mm shoe | item1139 | 1 | Each |
| 1140 | 1140 | Providing and fixing M.S.holder bat clamps of approved design to C.I. or S.C.I. Rain water pipes embeded in and including cement concrete blocks 10 x 10 x 10cm of 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the walls etc. 100mm diameter. | item1140 | 1 | Each |
| 1141 | 1141 | Providing and placing on tarrace (at all floor levels) polyethylene water storage tank IS:12701 marked indicating the BIS license No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank (Sintex, Electroplast, Star, Lotus or equivalent having valid ISI License). | item1141 | 1 | Ltr. |
| 1142 | 1142 | Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 ( 1 cement : 1 fine sand ) including testing of joints etc. complete – 150 mm dia. | item1142 | 1 | each |
| 1143 | 1143 | Providing and Fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete: | item1143 | ||
| 1144 | 1144 | a) 300x10mm | item1144 | 1 | Each |
| 1145 | 1145 | b) 250x10 mm | item1145 | 1 | Each |
| 1146 | 1146 | Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required color or shade with necessary screws etc. Complete 125mm. | item1146 | 1 | Each |
| 1147 | 1147 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:\n250 x 16 mm | item1147 | 1 | Each |
| 1148 | 1148 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side/top/centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc.complete of standard rolled sections, joints mitred and welded and sash bars tenoned and riveted with 15 x 3mm lugs, 10cm long, embedded in cement concrete blocks 15 x 10 x 10cm 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 or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and apriming coat of approved steel primer excluding the coast of metal beading and other fittings except necessary hinges of pivots complete as per approved design.(sectional weight of only steel members shall be measured for payment). | item1148 | 1 | kg |
| 1149 | 1149 | Providing, laying and jointing glazed SW pipes grade A with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc.complete. 150 mm diameter. | item1149 | 1 | Mtr. |
| 1150 | 1150 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete | item1150 | 1 | Kg |
| 1151 | 1151 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | item1151 | 1 | Kg |
| 1152 | 1152 | 9.118 Providing and fixing to existing door frames. | item1152 | ||
| 1153 | 1153 | 24 mm thick factory made PVC door shutters made of styles and rails of a\nuPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm)\nwith inbuilt edging on both sides. The styles and rails mitred and joint at the\ncorners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having\nwall thickness 1.0 mm and stainless steel screws. The styles of the shutter\nreinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1\nmm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section\nof size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter\nstyles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled\nwith a uPVC multi-chambered single panel of size not less than 620 mm, having\nover all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels\nrod and fastened with nuts and washers, complete as per\nmanufacturer's specification and direction of Engineer-in-charge. (For W.C.\nand bathroom door shutter). | item1153 | 1 | sqm |
| 1154 | 1154 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle\niron and 3 mm M.S. gusset plates at the junctions and corners, all necessary\nfittings complete, including applying a priming coat of approved steel primer.\n10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces | item1154 | 1 | sqm |
| 1155 | 1155 | Using flats 30x6mm for diagonal braces and central cross piece | item1155 | 1 | sqm |
| 1156 | 1156 | Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced\nGypsum) false ceiling tiles of Size 595x595 mm of approved texture, design\nand patterns having moisture content less than 2%, humidity resistance of\n99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476\n(part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal\nlevel suspended on inter-locking metal T-Grid of hot dipped galvanised iron\nsection of 0.33mm thick (galvanized @ 120 grams per sqm including both\nsides) comprising of main-T runners of size 15x32 mm of length 3000 mm,\ncross - T of size 15x32 mm of length 1200 mm and secondary intermediate\ncross-T of size 15x32 mm of length 600mm to form grid module of size 600 x\n600 mm, suspended from ceiling using galvanised mild steel items (galvanizing\n@ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners,\n6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level\nadjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size\n24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with\nthe help of plastic rawl plugs at 450 mm center to center and 40 mm long dry\nwall wood screws. The work shall be carried out as per specifications, drawing\nand as per directions of the Engineer-in-Charge.\n26.26.1 With semi perforated 12 mm thick micro tegular edged GRG false ceiling tiles. | item1156 | 1 | sqm |
| 1157 | 1157 | For shutters of doors, windows & ventilators including providing and fixing\nhinges/ pivots and making provision for fixing of fittings wherever required\nincluding the cost of EPDM rubber / neoprene gasket required (Fittings shall\nbe paid for separately | item1157 | ||
| 1158 | 1158 | a) Anodised aluminium (anodised transparent or dyed to required shade according\nto IS: 1868, Minimum anodic coating of grade AC 15) | item1158 | ||
| 1159 | 1159 | b) window | item1159 | 1 | kilogram |
| 1160 | 1160 | Providing and fixing glazing in aluminium door, window, ventilator shutters\nand partitions etc. with EPDM rubber / neoprene gasket etc. complete as per\nthe architectural drawings and the directions of engineer-in-charge . (Cost of\naluminium snap beading shall be paid in basic item): | item1160 | ||
| 1161 | 1161 | a) With float glass panes of 4.0 mm thickness | item1161 | 1 | sqm |
| 1162 | 1162 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and\nclerestory windows using wire gauge with average width of aperture 1.4 mm in\nboth directions with wire of dia 0.63 mm all complete | item1162 | ||
| 1163 | 1163 | a) With 12 mm mild steel U beading | item1163 | 1 | sqm |
| 1164 | 1164 | Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | item1164 | 1 | cum |
| 1165 | 1165 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Foundations, footings, bases of columns, etc. for mass concrete : | item1165 | 1 | sqm |
| 1166 | 1166 | a) Lintels, beams, plinth beams, girders, bressumers and\n cantilevers | item1166 | 1 | sqm |
| 1167 | 1167 | b) Suspended floors, roofs, landings, balconies and access\n platform | item1167 | 1 | sqm |
| 1168 | 1168 | c) Columns, Pillars, Piers, Abutments, Posts and Struts | item1168 | 1 | sqm |
| 1169 | 1169 | pvc pipe for electrical work 25mm dia | item1169 | 1 | rm |
| 1170 | 1170 | Schedule- D (Supply and Execution Goomty) D(iii)--a- Nanauta | item1170 | ||
| 1171 | 1171 | Foundation | item1171 | ||
| 1172 | 1172 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 3 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 3 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | item1172 | 1 | Cum. |
| 1173 | 1173 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. In layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. | item1173 | 1 | Cum. |
| 1174 | 1174 | Providing and laying in position cement concrete of specified grade excludingbthe cost of centering and shuttering - All work up to plinth level : | item1174 | ||
| 1175 | 1175 | a) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | item1175 | 1 | Cum |
| 1176 | 1176 | b) 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | item1176 | 1 | Cum |
| 1177 | 1177 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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.“(Note :-Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). | item1177 | ||
| 1178 | 1178 | a) All works upto Plinth Level | item1178 | 1 | Cum. |
| 1179 | 1179 | b) All works above plinth level upto floor V level | item1179 | 1 | Cum. |
| 1180 | 1180 | Supplying and filling in plinth with sand under floors including,watering,ramming, consolidating and dressing complete. | item1180 | 1 | Cum. |
| 1181 | 1181 | Brick work with F.P.S bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 (1Cement : 6 coarse sand) | item1181 | 1 | Cum. |
| 1182 | 1182 | Brick work with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 (1 Cement : 6 coarse sand) | item1182 | 1 | Cum. |
| 1183 | 1183 | Half brick masonary with F.P.S bricks of class designation 7.5 in foundations and plinth in cement mortar 1:4 (1 cement:4 coarse sand) | item1183 | 1 | Sqm |
| 1184 | 1184 | Half brick masonary with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in cement mortar 1:4 (1 cement:4 coarse sand) | item1184 | 1 | Sqm. |
| 1185 | 1185 | Brick work with bricks of class designation 7.5 in foundation and plinth in Cement mortar:1:4 (1 cement: 4 coarse sand ), | item1185 | 1 | Cum. |
| 1186 | 1186 | b) Extra for brickwork in superstructure above plinth level upto floor V level. - CM : 1:4 (1 cement: 4 coarse sand) | item1186 | 1 | Cum. |
| 1187 | 1187 | Applying a coat of residual petroleum bitumen (of grade of VG-10) of penetration 80/100 of approved quality using 1.7 kg per square metre after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil | item1187 | 1 | sqm |
| 1188 | 1188 | Supplying and placing in position High Strength Deformed Steel bars reinforcemetn . (confirming to IS 1786 Grade Fe 500) for RCC works including transporting the steel straightening, cleaning, cutting, bending, binding to required shapes and lenghts as per drawing including the cost of binding wire 18 SWG as needed. Steel shall be from main producers such as SAIL,RINL & TISCO. Rates shall include the cost of protective coating of truncated inhibitedcement slurry. | item1188 | 1 | Kg |
| 1189 | 1189 | Providing and fixing T iron Frames for Doors, Window and Ventileters of mild steel Tee section, joints mitred and welded, including fixing of necessary butt hinges and screws and applying in prime coat of approved steel primer.\nFixing with 15 x 3 mm lugs 10 cm long embedded in cement concrete block 15 x 10 x 10 cm of C.C. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | item1189 | 1 | Kg |
| 1190 | 1190 | Providing and fixing ISI marked flush door shutters confirming to IS 2202 (Part -I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters | item1190 | ||
| 1191 | 1191 | Providing and fixing IS : 12817 marked stainless steel butt hinges withstainless steel screws etc. complete : | item1191 | ||
| 1192 | 1192 | a) 25x64x1.90 mm | item1192 | 1 | Each |
| 1193 | 1193 | b) 100X58X1.90 mm | item1193 | 1 | Each |
| 1194 | 1194 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths inter - locked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade no.2 and M.S. top cover of required thickness for rolling shutters. 80 x 1.20 mm M.S. laths with 1.2 mm thick top cover. | item1194 | 1 | Sqm. |
| 1195 | 1195 | a) Providing & fixing ball bearing for rolling shutters. | item1195 | 1 | Each |
| 1196 | 1196 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. | item1196 | 1 | Kg. |
| 1197 | 1197 | Providing and fixing circular/ hexagonal cast iron or MS sheet box for ceiling fan clamp of internal dia140m., 73mm height, bottom and top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron/ box by means of 3.3mm dia.round headed screws, one lock at the corners. Clamp shall be made of 12mm dia.M.S. bar bent to shape as per standard drawing. | item1197 | 1 | Each |
| 1198 | 1198 | Providing and fixing hand rail by welding etc.to steel ladder railing,balcony railing & staircase railing including applying apriming coatof approved steel primer GI Pipes 40 mm nominal bore (class B). | item1198 | 1 | Kg. |
| 1199 | 1199 | 12mm cement plaster of mix 1:6 (1cement : 6 coarse sand). | item1199 | 1 | Sqm. |
| 1200 | 1200 | 15mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1cement : 6 coarse sand). | item1200 | 1 | Sqm. |
| 1201 | 1201 | 6mm cement plaster to ceilling of mix 1:3(1cement: 3 fine sand). | item1201 | 1 | Sqm. |
| 1202 | 1202 | 12 mm cement plaster finished with a floating coat of neat cement of mix : \n1:4 (1 cement: 4 fine sand) | item1202 | 1 | sqm |
| 1203 | 1203 | Providing and fixing 10 mm thick acid and or/ alkali resistance tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and /or alkali resisting cement as per IS: 4457, complete as per the direction of enfgineer-in-charge. | item1203 | ||
| 1204 | 1204 | a) In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement:4 coarse sand) - Acid and alkali resistant tile | item1204 | 1 | sqm |
| 1205 | 1205 | b) in dado/skirting on 12 mm thick mortar1:4 (1 acid proof cement: 4 coarse sand) - Acid and alkali resistant tile | item1205 | 1 | sqm |
| 1206 | 1206 | Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement motar 1:4 (1 cement : 4 coarse sand) - 25 mm thick. | item1206 | 1 | sqm |
| 1207 | 1207 | Kota stone slab 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement motar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | item1207 | 1 | sqm |
| 1208 | 1208 | Providing and fixing 1st quality wall ceramic glazed wall tiles conforming to IS:15622 of minimum thickness 5 mm of approved make like NITCO, ORIENT, SOMANY KAJARIA, or equivalent make in all colours, shades except begundy, bottle green , black of any size as approved by Enginner -in-charge in skirting, risers of steps and dados over 12 mm thick bed of Cement Mortar 1:3 (1 Cement :3 Coarse sand) and jointing with grey cement slurry @3.3kg per sqm including pointing in white cement mixed with pigment of matching shades complete. | item1208 | 1 | Sqm. |
| 1209 | 1209 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality confirming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. | item1209 | 1 | Sqm. |
| 1210 | 1210 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate, 20 mm nominal size) in and top layer 12 mm thick cement haedener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This include cost of cement slurry. | item1210 | 1 | Sqm. |
| 1211 | 1211 | Cement Plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement of 18 mm thick. | item1211 | 1 | Sqm. |
| 1212 | 1212 | Providing and laying Vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with absorption less than 0.08% and confirming to IS:15622, of approved make, in all colours and shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete ; size of tile 600x600 mm | item1212 | 1 | Sqm. |
| 1213 | 1213 | Painting with synthetic enamel paint of approved brand and manufacture of required color to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | item1213 | 1 | Sqm. |
| 1214 | 1214 | Distempering with oil bound washable distemper of approved brand(Asian,Nerolack) and manufacture to give an even shade new work (two or more coats) over and including priming coat with cement primer. | item1214 | 1 | Sqm. |
| 1215 | 1215 | Making plinth protection 50 mm thick of cement concrete 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. | item1215 | 1 | sqm |
| 1216 | 1216 | Finishing walls with water proofing cement paint \"Snowcem - Plus\" of M/s Asian, Berger Ltd. or equivalent of required shade:New work (Two or more coats applied @ 3.84 Kg/10 Sqm.) | item1216 | 1 | Sqm. |
| 1217 | 1217 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatement of roofs, balconies, terraces etc consisting of following operation: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compund conforming to IS: 2645 and approved by Engineer-in-charge. b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand ) admixed with water proofing compund conforming to IS: 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of junctions of walls and slabs. | item1217 | ||
| 1218 | 1218 | c) After two days of proper curing applying a second coat of cement slurry using 2.7kg/sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge.d) finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 admix with water proofing compound conforming to IS:2645 and approved by Engineer incharge.e)the whole terrace so finished shall be flooded with water for minimum period of 2 weeks for curring and final test. All above operations to be done in order and as directed and specified by the Engineer-in-charge. | item1218 | 1 | Cum |
| 1219 | 1219 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (External work) | item1219 | ||
| 1220 | 1220 | a) 20 mm dia. nominal bore. | item1220 | 1 | Mtr. |
| 1221 | 1221 | b) 25mm dia. nominal bore. | item1221 | 1 | Mtr. |
| 1222 | 1222 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: 25 to 40mm nominal bore. | item1222 | 1 | Each |
| 1223 | 1223 | Providing and Fixing brass stop cock of approved quality. 15mm nominal bore. | item1223 | 1 | Each |
| 1224 | 1224 | Providing and Fixing C.P.Brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690gms. | item1224 | ||
| 1225 | 1225 | a) 15mm nominal bore. | item1225 | 1 | Each |
| 1226 | 1226 | Providing and Fixing C.P.Brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. | item1226 | ||
| 1227 | 1227 | a) \15mm nominal bore | item1227 | 1 | Each |
| 1228 | 1228 | Providing and Fixing G.I. Pipes complete with GI.Fittings and clamps, including cutting and making good the walls etc. (internal work). | item1228 | ||
| 1229 | 1229 | a) 15mm dia. Nominal bore. | item1229 | 1 | Mtr. |
| 1230 | 1230 | b) 25mm dia nominal bore. | item1230 | 1 | Mtr. |
| 1231 | 1231 | Providing and Fixing gun metal gate value with CI wheel of approved quality (screwed end) 25mm Nominal bore. | item1231 | 1 | Each |
| 1232 | 1232 | Providing and fixing water closet squatting pan (Indian type W.C. Pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, Parryware /Hindware / Seabird / Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. White Vitreous chinaOrissa pattern W.C. pan of size 580 x 440mm with integral type foot rests. | item1232 | 1 | Each |
| 1233 | 1233 | Providing and Fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less than 105gms (Prayag or equivalent) | item1233 | 1 | Each |
| 1234 | 1234 | Providing and Fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 88gms (Prayag or equivalent) | item1234 | 1 | Each |
| 1235 | 1235 | Providing and Fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP Brass screws with concealed fitting arrangement of approved quality colour and make (Prayag or equivalent) 450mm long towel rail with total length of 495mm, 78mm wide and effective hight of 88mm, weighin not less than 170gms. | item1235 | 1 | Each |
| 1236 | 1236 | Providing and Fixing PTMT shelf 440mm long, 124mm width and 36mm height of approved quality, colour and make, weighing not less than 300gms (Prayag or equivalent) | item1236 | 1 | Each |
| 1237 | 1237 | Constructing masonary Chamber 60 x 60 x 75cm inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I.surface box 100mm, Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4mix (1cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1cement: 5 fine sand : 10 graded stone aggregaten 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. -With F.P.S. bricks. | item1237 | 1 | Each |
| 1238 | 1238 | Constructing masonry chamber 90x90x100 cm, inside with 75 class designation brick work in cement morter 1:4 (1 cement:4 fine sand) for sluice valve, with C.I. surface box 100mm. Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) neccessary excavation foundation concrete 1:5:10(1 cement:5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. With F.P.S bricks. | item1238 | 1 | Each |
| 1239 | 1239 | Providing and fixing wash basin with C.I./M.S brackets, 15mm C.P brass pillar taps,Kingston / Gem / Techno / Parko, 32mm C.P brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: Flat back wash basin size 550 x 400mm with single 15mm C.P. brass pillar tap. | item1239 | 1 | Each |
| 1240 | 1240 | Providing and fixing 600 x 450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete. | item1240 | 1 | Each |
| 1241 | 1241 | Providing and fixing soil, waste and vent pipes : 100mm dia. sand cast iron S & S pipe. | item1241 | 1 | Mtr. |
| 1242 | 1242 | Providing and Fixing PVC waste pipe for sink or wash basin including PVC waste fittings complete. Flexible pipe,40mm dia. | item1242 | 1 | Each |
| 1243 | 1243 | Providing and fixing 100mm sand cast Iron grating for gully trap. | item1243 | 1 | Each |
| 1244 | 1244 | Providing & fixing 100mm S.C.I. trap with 100mm inlet and 100mm outlet. | item1244 | 1 | Each |
| 1245 | 1245 | Providing and fixing on wall face unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. (1) Single socketed pipes. 110mm diameter. | item1245 | 1 | Mtr. |
| 1246 | 1246 | Providing and fixing on wall face unplasticised - P.V.C. moulded fittings / accessories for unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving10mm gap for thermal expansion. | item1246 | ||
| 1247 | 1247 | a) Bend 87.5 degree,110mm bend | item1247 | 1 | Each |
| 1248 | 1248 | b) Shoe (plain), 110mm shoe | item1248 | 1 | Each |
| 1249 | 1249 | Providing and fixing M.S.holder bat clamps of approved design to C.I. or S.C.I. Rain water pipes embeded in and including cement concrete blocks 10 x 10 x 10cm of 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the walls etc. 100mm diameter. | item1249 | 1 | Each |
| 1250 | 1250 | Providing and placing on tarrace (at all floor levels) polyethylene water storage tank IS:12701 marked indicating the BIS license No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank (Sintex, Electroplast, Star, Lotus or equivalent having valid ISI License). | item1250 | 1 | Ltr. |
| 1251 | 1251 | Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 ( 1 cement : 1 fine sand ) including testing of joints etc. complete – 150 mm dia. | item1251 | 1 | each |
| 1252 | 1252 | Providing and Fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete: | item1252 | ||
| 1253 | 1253 | a) 300x10mm | item1253 | 1 | Each |
| 1254 | 1254 | b) 250x10 mm | item1254 | 1 | Each |
| 1255 | 1255 | Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required color or shade with necessary screws etc. Complete 125mm. | item1255 | 1 | Each |
| 1256 | 1256 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:\n250 x 16 mm | item1256 | 1 | Each |
| 1257 | 1257 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side/top/centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc.complete of standard rolled sections, joints mitred and welded and sash bars tenoned and riveted with 15 x 3mm lugs, 10cm long, embedded in cement concrete blocks 15 x 10 x 10cm 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 or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and apriming coat of approved steel primer excluding the coast of metal beading and other fittings except necessary hinges of pivots complete as per approved design.(sectional weight of only steel members shall be measured for payment). | item1257 | 1 | kg |
| 1258 | 1258 | Providing, laying and jointing glazed SW pipes grade A with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc.complete. 150 mm diameter. | item1258 | 1 | Mtr. |
| 1259 | 1259 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete | item1259 | 1 | Kg |
| 1260 | 1260 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | item1260 | 1 | Kg |
| 1261 | 1261 | 9.118 Providing and fixing to existing door frames. | item1261 | ||
| 1262 | 1262 | 24 mm thick factory made PVC door shutters made of styles and rails of a\nuPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm)\nwith inbuilt edging on both sides. The styles and rails mitred and joint at the\ncorners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having\nwall thickness 1.0 mm and stainless steel screws. The styles of the shutter\nreinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1\nmm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section\nof size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter\nstyles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled\nwith a uPVC multi-chambered single panel of size not less than 620 mm, having\nover all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels\nrod and fastened with nuts and washers, complete as per\nmanufacturer's specification and direction of Engineer-in-charge. (For W.C.\nand bathroom door shutter). | item1262 | 1 | sqm |
| 1263 | 1263 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle\niron and 3 mm M.S. gusset plates at the junctions and corners, all necessary\nfittings complete, including applying a priming coat of approved steel primer.\n10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces | item1263 | 1 | sqm |
| 1264 | 1264 | Using flats 30x6mm for diagonal braces and central cross piece | item1264 | 1 | sqm |
| 1265 | 1265 | Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced\nGypsum) false ceiling tiles of Size 595x595 mm of approved texture, design\nand patterns having moisture content less than 2%, humidity resistance of\n99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476\n(part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal\nlevel suspended on inter-locking metal T-Grid of hot dipped galvanised iron\nsection of 0.33mm thick (galvanized @ 120 grams per sqm including both\nsides) comprising of main-T runners of size 15x32 mm of length 3000 mm,\ncross - T of size 15x32 mm of length 1200 mm and secondary intermediate\ncross-T of size 15x32 mm of length 600mm to form grid module of size 600 x\n600 mm, suspended from ceiling using galvanised mild steel items (galvanizing\n@ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners,\n6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level\nadjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size\n24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with\nthe help of plastic rawl plugs at 450 mm center to center and 40 mm long dry\nwall wood screws. The work shall be carried out as per specifications, drawing\nand as per directions of the Engineer-in-Charge.\n26.26.1 With semi perforated 12 mm thick micro tegular edged GRG false ceiling tiles. | item1265 | 1 | sqm |
| 1266 | 1266 | For shutters of doors, windows & ventilators including providing and fixing\nhinges/ pivots and making provision for fixing of fittings wherever required\nincluding the cost of EPDM rubber / neoprene gasket required (Fittings shall\nbe paid for separately | item1266 | ||
| 1267 | 1267 | a) Anodised aluminium (anodised transparent or dyed to required shade according\nto IS: 1868, Minimum anodic coating of grade AC 15) | item1267 | ||
| 1268 | 1268 | b) window | item1268 | 1 | kilogram |
| 1269 | 1269 | Providing and fixing glazing in aluminium door, window, ventilator shutters\nand partitions etc. with EPDM rubber / neoprene gasket etc. complete as per\nthe architectural drawings and the directions of engineer-in-charge . (Cost of\naluminium snap beading shall be paid in basic item): | item1269 | ||
| 1270 | 1270 | a) With float glass panes of 4.0 mm thickness | item1270 | 1 | sqm |
| 1271 | 1271 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and\nclerestory windows using wire gauge with average width of aperture 1.4 mm in\nboth directions with wire of dia 0.63 mm all complete | item1271 | ||
| 1272 | 1272 | a) With 12 mm mild steel U beading | item1272 | 1 | sqm |
| 1273 | 1273 | Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | item1273 | 1 | cum |
| 1274 | 1274 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Foundations, footings, bases of columns, etc. for mass concrete : | item1274 | 1 | sqm |
| 1275 | 1275 | a) Lintels, beams, plinth beams, girders, bressumers and\n cantilevers | item1275 | 1 | sqm |
| 1276 | 1276 | b) Suspended floors, roofs, landings, balconies and access\n platform | item1276 | 1 | sqm |
| 1277 | 1277 | c) Columns, Pillars, Piers, Abutments, Posts and Struts | item1277 | 1 | sqm |
| 1278 | 1278 | pvc pipe for electrical work 25mm dia | item1278 | 1 | rm |
| 1279 | 1279 | Schedule- D (Supply and Execution Goomty) D(iii)--b- Nanauta | item1279 | ||
| 1280 | 1280 | Foundation | item1280 | ||
| 1281 | 1281 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 3 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 3 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | item1281 | 1 | Cum. |
| 1282 | 1282 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. In layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. | item1282 | 1 | Cum. |
| 1283 | 1283 | Providing and laying in position cement concrete of specified grade excludingbthe cost of centering and shuttering - All work up to plinth level : | item1283 | ||
| 1284 | 1284 | a) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | item1284 | 1 | Cum |
| 1285 | 1285 | b) 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | item1285 | 1 | Cum |
| 1286 | 1286 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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.“(Note :-Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). | item1286 | ||
| 1287 | 1287 | a) All works upto Plinth Level | item1287 | 1 | Cum. |
| 1288 | 1288 | b) All works above plinth level upto floor V level | item1288 | 1 | Cum. |
| 1289 | 1289 | Supplying and filling in plinth with sand under floors including,watering,ramming, consolidating and dressing complete. | item1289 | 1 | Cum. |
| 1290 | 1290 | Brick work with F.P.S bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 (1Cement : 6 coarse sand) | item1290 | 1 | Cum. |
| 1291 | 1291 | Brick work with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 (1 Cement : 6 coarse sand) | item1291 | 1 | Cum. |
| 1292 | 1292 | Half brick masonary with F.P.S bricks of class designation 7.5 in foundations and plinth in cement mortar 1:4 (1 cement:4 coarse sand) | item1292 | 1 | Sqm |
| 1293 | 1293 | Half brick masonary with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in cement mortar 1:4 (1 cement:4 coarse sand) | item1293 | 1 | Sqm. |
| 1294 | 1294 | Brick work with bricks of class designation 7.5 in foundation and plinth in Cement mortar:1:4 (1 cement: 4 coarse sand ), | item1294 | 1 | Cum. |
| 1295 | 1295 | b) Extra for brickwork in superstructure above plinth level upto floor V level. - CM : 1:4 (1 cement: 4 coarse sand) | item1295 | 1 | Cum. |
| 1296 | 1296 | Applying a coat of residual petroleum bitumen (of grade of VG-10) of penetration 80/100 of approved quality using 1.7 kg per square metre after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil | item1296 | 1 | sqm |
| 1297 | 1297 | Supplying and placing in position High Strength Deformed Steel bars reinforcemetn . (confirming to IS 1786 Grade Fe 500) for RCC works including transporting the steel straightening, cleaning, cutting, bending, binding to required shapes and lenghts as per drawing including the cost of binding wire 18 SWG as needed. Steel shall be from main producers such as SAIL,RINL & TISCO. Rates shall include the cost of protective coating of truncated inhibitedcement slurry. | item1297 | 1 | Kg |
| 1298 | 1298 | Providing and fixing T iron Frames for Doors, Window and Ventileters of mild steel Tee section, joints mitred and welded, including fixing of necessary butt hinges and screws and applying in prime coat of approved steel primer.\nFixing with 15 x 3 mm lugs 10 cm long embedded in cement concrete block 15 x 10 x 10 cm of C.C. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | item1298 | 1 | Kg |
| 1299 | 1299 | Providing and fixing ISI marked flush door shutters confirming to IS 2202 (Part -I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters | item1299 | ||
| 1300 | 1300 | Providing and fixing IS : 12817 marked stainless steel butt hinges withstainless steel screws etc. complete : | item1300 | ||
| 1301 | 1301 | a) 25x64x1.90 mm | item1301 | 1 | Each |
| 1302 | 1302 | b) 100X58X1.90 mm | item1302 | 1 | Each |
| 1303 | 1303 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths inter - locked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade no.2 and M.S. top cover of required thickness for rolling shutters. 80 x 1.20 mm M.S. laths with 1.2 mm thick top cover. | item1303 | 1 | Sqm. |
| 1304 | 1304 | a) Providing & fixing ball bearing for rolling shutters. | item1304 | 1 | Each |
| 1305 | 1305 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. | item1305 | 1 | Kg. |
| 1306 | 1306 | Providing and fixing circular/ hexagonal cast iron or MS sheet box for ceiling fan clamp of internal dia140m., 73mm height, bottom and top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron/ box by means of 3.3mm dia.round headed screws, one lock at the corners. Clamp shall be made of 12mm dia.M.S. bar bent to shape as per standard drawing. | item1306 | 1 | Each |
| 1307 | 1307 | Providing and fixing hand rail by welding etc.to steel ladder railing,balcony railing & staircase railing including applying apriming coatof approved steel primer GI Pipes 40 mm nominal bore (class B). | item1307 | 1 | Kg. |
| 1308 | 1308 | 12mm cement plaster of mix 1:6 (1cement : 6 coarse sand). | item1308 | 1 | Sqm. |
| 1309 | 1309 | 15mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1cement : 6 coarse sand). | item1309 | 1 | Sqm. |
| 1310 | 1310 | 6mm cement plaster to ceilling of mix 1:3(1cement: 3 fine sand). | item1310 | 1 | Sqm. |
| 1311 | 1311 | 12 mm cement plaster finished with a floating coat of neat cement of mix : \n1:4 (1 cement: 4 fine sand) | item1311 | 1 | sqm |
| 1312 | 1312 | Providing and fixing 10 mm thick acid and or/ alkali resistance tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and /or alkali resisting cement as per IS: 4457, complete as per the direction of enfgineer-in-charge. | item1312 | ||
| 1313 | 1313 | a) In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement:4 coarse sand) - Acid and alkali resistant tile | item1313 | 1 | sqm |
| 1314 | 1314 | b) in dado/skirting on 12 mm thick mortar1:4 (1 acid proof cement: 4 coarse sand) - Acid and alkali resistant tile | item1314 | 1 | sqm |
| 1315 | 1315 | Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement motar 1:4 (1 cement : 4 coarse sand) - 25 mm thick. | item1315 | 1 | sqm |
| 1316 | 1316 | Kota stone slab 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement motar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | item1316 | 1 | sqm |
| 1317 | 1317 | Providing and fixing 1st quality wall ceramic glazed wall tiles conforming to IS:15622 of minimum thickness 5 mm of approved make like NITCO, ORIENT, SOMANY KAJARIA, or equivalent make in all colours, shades except begundy, bottle green , black of any size as approved by Enginner -in-charge in skirting, risers of steps and dados over 12 mm thick bed of Cement Mortar 1:3 (1 Cement :3 Coarse sand) and jointing with grey cement slurry @3.3kg per sqm including pointing in white cement mixed with pigment of matching shades complete. | item1317 | 1 | Sqm. |
| 1318 | 1318 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality confirming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. | item1318 | 1 | Sqm. |
| 1319 | 1319 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate, 20 mm nominal size) in and top layer 12 mm thick cement haedener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This include cost of cement slurry. | item1319 | 1 | Sqm. |
| 1320 | 1320 | Cement Plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement of 18 mm thick. | item1320 | 1 | Sqm. |
| 1321 | 1321 | Providing and laying Vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with absorption less than 0.08% and confirming to IS:15622, of approved make, in all colours and shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete ; size of tile 600x600 mm | item1321 | 1 | Sqm. |
| 1322 | 1322 | Painting with synthetic enamel paint of approved brand and manufacture of required color to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | item1322 | 1 | Sqm. |
| 1323 | 1323 | Distempering with oil bound washable distemper of approved brand(Asian,Nerolack) and manufacture to give an even shade new work (two or more coats) over and including priming coat with cement primer. | item1323 | 1 | Sqm. |
| 1324 | 1324 | Making plinth protection 50 mm thick of cement concrete 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. | item1324 | 1 | sqm |
| 1325 | 1325 | Finishing walls with water proofing cement paint \"Snowcem - Plus\" of M/s Asian, Berger Ltd. or equivalent of required shade:New work (Two or more coats applied @ 3.84 Kg/10 Sqm.) | item1325 | 1 | Sqm. |
| 1326 | 1326 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatement of roofs, balconies, terraces etc consisting of following operation: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compund conforming to IS: 2645 and approved by Engineer-in-charge. b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand ) admixed with water proofing compund conforming to IS: 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of junctions of walls and slabs. | item1326 | ||
| 1327 | 1327 | c) After two days of proper curing applying a second coat of cement slurry using 2.7kg/sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge.d) finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 admix with water proofing compound conforming to IS:2645 and approved by Engineer incharge.e)the whole terrace so finished shall be flooded with water for minimum period of 2 weeks for curring and final test. All above operations to be done in order and as directed and specified by the Engineer-in-charge. | item1327 | 1 | Cum |
| 1328 | 1328 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (External work) | item1328 | ||
| 1329 | 1329 | a) 20 mm dia. nominal bore. | item1329 | 1 | Mtr. |
| 1330 | 1330 | b) 25mm dia. nominal bore. | item1330 | 1 | Mtr. |
| 1331 | 1331 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: 25 to 40mm nominal bore. | item1331 | 1 | Each |
| 1332 | 1332 | Providing and Fixing brass stop cock of approved quality. 15mm nominal bore. | item1332 | 1 | Each |
| 1333 | 1333 | Providing and Fixing C.P.Brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690gms. | item1333 | ||
| 1334 | 1334 | a) 15mm nominal bore. | item1334 | 1 | Each |
| 1335 | 1335 | Providing and Fixing C.P.Brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. | item1335 | ||
| 1336 | 1336 | a) \15mm nominal bore | item1336 | 1 | Each |
| 1337 | 1337 | Providing and Fixing G.I. Pipes complete with GI.Fittings and clamps, including cutting and making good the walls etc. (internal work). | item1337 | ||
| 1338 | 1338 | a) 15mm dia. Nominal bore. | item1338 | 1 | Mtr. |
| 1339 | 1339 | b) 25mm dia nominal bore. | item1339 | 1 | Mtr. |
| 1340 | 1340 | Providing and Fixing gun metal gate value with CI wheel of approved quality (screwed end) 25mm Nominal bore. | item1340 | 1 | Each |
| 1341 | 1341 | Providing and fixing water closet squatting pan (Indian type W.C. Pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, Parryware /Hindware / Seabird / Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. White Vitreous chinaOrissa pattern W.C. pan of size 580 x 440mm with integral type foot rests. | item1341 | 1 | Each |
| 1342 | 1342 | Providing and Fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less than 105gms (Prayag or equivalent) | item1342 | 1 | Each |
| 1343 | 1343 | Providing and Fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 88gms (Prayag or equivalent) | item1343 | 1 | Each |
| 1344 | 1344 | Providing and Fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP Brass screws with concealed fitting arrangement of approved quality colour and make (Prayag or equivalent) 450mm long towel rail with total length of 495mm, 78mm wide and effective hight of 88mm, weighin not less than 170gms. | item1344 | 1 | Each |
| 1345 | 1345 | Providing and Fixing PTMT shelf 440mm long, 124mm width and 36mm height of approved quality, colour and make, weighing not less than 300gms (Prayag or equivalent) | item1345 | 1 | Each |
| 1346 | 1346 | Constructing masonary Chamber 60 x 60 x 75cm inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I.surface box 100mm, Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4mix (1cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1cement: 5 fine sand : 10 graded stone aggregaten 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. -With F.P.S. bricks. | item1346 | 1 | Each |
| 1347 | 1347 | Constructing masonry chamber 90x90x100 cm, inside with 75 class designation brick work in cement morter 1:4 (1 cement:4 fine sand) for sluice valve, with C.I. surface box 100mm. Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) neccessary excavation foundation concrete 1:5:10(1 cement:5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. With F.P.S bricks. | item1347 | 1 | Each |
| 1348 | 1348 | Providing and fixing wash basin with C.I./M.S brackets, 15mm C.P brass pillar taps,Kingston / Gem / Techno / Parko, 32mm C.P brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: Flat back wash basin size 550 x 400mm with single 15mm C.P. brass pillar tap. | item1348 | 1 | Each |
| 1349 | 1349 | Providing and fixing 600 x 450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete. | item1349 | 1 | Each |
| 1350 | 1350 | Providing and fixing soil, waste and vent pipes : 100mm dia. sand cast iron S & S pipe. | item1350 | 1 | Mtr. |
| 1351 | 1351 | Providing and Fixing PVC waste pipe for sink or wash basin including PVC waste fittings complete. Flexible pipe,40mm dia. | item1351 | 1 | Each |
| 1352 | 1352 | Providing and fixing 100mm sand cast Iron grating for gully trap. | item1352 | 1 | Each |
| 1353 | 1353 | Providing & fixing 100mm S.C.I. trap with 100mm inlet and 100mm outlet. | item1353 | 1 | Each |
| 1354 | 1354 | Providing and fixing on wall face unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. (1) Single socketed pipes. 110mm diameter. | item1354 | 1 | Mtr. |
| 1355 | 1355 | Providing and fixing on wall face unplasticised - P.V.C. moulded fittings / accessories for unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving10mm gap for thermal expansion. | item1355 | ||
| 1356 | 1356 | a) Bend 87.5 degree,110mm bend | item1356 | 1 | Each |
| 1357 | 1357 | b) Shoe (plain), 110mm shoe | item1357 | 1 | Each |
| 1358 | 1358 | Providing and fixing M.S.holder bat clamps of approved design to C.I. or S.C.I. Rain water pipes embeded in and including cement concrete blocks 10 x 10 x 10cm of 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the walls etc. 100mm diameter. | item1358 | 1 | Each |
| 1359 | 1359 | Providing and placing on tarrace (at all floor levels) polyethylene water storage tank IS:12701 marked indicating the BIS license No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank (Sintex, Electroplast, Star, Lotus or equivalent having valid ISI License). | item1359 | 1 | Ltr. |
| 1360 | 1360 | Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 ( 1 cement : 1 fine sand ) including testing of joints etc. complete – 150 mm dia. | item1360 | 1 | each |
| 1361 | 1361 | Providing and Fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete: | item1361 | ||
| 1362 | 1362 | a) 300x10mm | item1362 | 1 | Each |
| 1363 | 1363 | b) 250x10 mm | item1363 | 1 | Each |
| 1364 | 1364 | Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required color or shade with necessary screws etc. Complete 125mm. | item1364 | 1 | Each |
| 1365 | 1365 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:\n250 x 16 mm | item1365 | 1 | Each |
| 1366 | 1366 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side/top/centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc.complete of standard rolled sections, joints mitred and welded and sash bars tenoned and riveted with 15 x 3mm lugs, 10cm long, embedded in cement concrete blocks 15 x 10 x 10cm 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 or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and apriming coat of approved steel primer excluding the coast of metal beading and other fittings except necessary hinges of pivots complete as per approved design.(sectional weight of only steel members shall be measured for payment). | item1366 | 1 | kg |
| 1367 | 1367 | Providing, laying and jointing glazed SW pipes grade A with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc.complete. 150 mm diameter. | item1367 | 1 | Mtr. |
| 1368 | 1368 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete | item1368 | 1 | Kg |
| 1369 | 1369 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | item1369 | 1 | Kg |
| 1370 | 1370 | 9.118 Providing and fixing to existing door frames. | item1370 | ||
| 1371 | 1371 | 24 mm thick factory made PVC door shutters made of styles and rails of a\nuPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm)\nwith inbuilt edging on both sides. The styles and rails mitred and joint at the\ncorners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having\nwall thickness 1.0 mm and stainless steel screws. The styles of the shutter\nreinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1\nmm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section\nof size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter\nstyles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled\nwith a uPVC multi-chambered single panel of size not less than 620 mm, having\nover all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels\nrod and fastened with nuts and washers, complete as per\nmanufacturer's specification and direction of Engineer-in-charge. (For W.C.\nand bathroom door shutter). | item1371 | 1 | sqm |
| 1372 | 1372 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle\niron and 3 mm M.S. gusset plates at the junctions and corners, all necessary\nfittings complete, including applying a priming coat of approved steel primer.\n10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces | item1372 | 1 | sqm |
| 1373 | 1373 | Using flats 30x6mm for diagonal braces and central cross piece | item1373 | 1 | sqm |
| 1374 | 1374 | Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced\nGypsum) false ceiling tiles of Size 595x595 mm of approved texture, design\nand patterns having moisture content less than 2%, humidity resistance of\n99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476\n(part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal\nlevel suspended on inter-locking metal T-Grid of hot dipped galvanised iron\nsection of 0.33mm thick (galvanized @ 120 grams per sqm including both\nsides) comprising of main-T runners of size 15x32 mm of length 3000 mm,\ncross - T of size 15x32 mm of length 1200 mm and secondary intermediate\ncross-T of size 15x32 mm of length 600mm to form grid module of size 600 x\n600 mm, suspended from ceiling using galvanised mild steel items (galvanizing\n@ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners,\n6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level\nadjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size\n24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with\nthe help of plastic rawl plugs at 450 mm center to center and 40 mm long dry\nwall wood screws. The work shall be carried out as per specifications, drawing\nand as per directions of the Engineer-in-Charge.\n26.26.1 With semi perforated 12 mm thick micro tegular edged GRG false ceiling tiles. | item1374 | 1 | sqm |
| 1375 | 1375 | For shutters of doors, windows & ventilators including providing and fixing\nhinges/ pivots and making provision for fixing of fittings wherever required\nincluding the cost of EPDM rubber / neoprene gasket required (Fittings shall\nbe paid for separately | item1375 | ||
| 1376 | 1376 | a) Anodised aluminium (anodised transparent or dyed to required shade according\nto IS: 1868, Minimum anodic coating of grade AC 15) | item1376 | ||
| 1377 | 1377 | b) window | item1377 | 1 | kilogram |
| 1378 | 1378 | Providing and fixing glazing in aluminium door, window, ventilator shutters\nand partitions etc. with EPDM rubber / neoprene gasket etc. complete as per\nthe architectural drawings and the directions of engineer-in-charge . (Cost of\naluminium snap beading shall be paid in basic item): | item1378 | ||
| 1379 | 1379 | a) With float glass panes of 4.0 mm thickness | item1379 | 1 | sqm |
| 1380 | 1380 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and\nclerestory windows using wire gauge with average width of aperture 1.4 mm in\nboth directions with wire of dia 0.63 mm all complete | item1380 | ||
| 1381 | 1381 | a) With 12 mm mild steel U beading | item1381 | 1 | sqm |
| 1382 | 1382 | Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | item1382 | 1 | cum |
| 1383 | 1383 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Foundations, footings, bases of columns, etc. for mass concrete : | item1383 | 1 | sqm |
| 1384 | 1384 | a) Lintels, beams, plinth beams, girders, bressumers and\n cantilevers | item1384 | 1 | sqm |
| 1385 | 1385 | b) Suspended floors, roofs, landings, balconies and access\n platform | item1385 | 1 | sqm |
| 1386 | 1386 | c) Columns, Pillars, Piers, Abutments, Posts and Struts | item1386 | 1 | sqm |
| 1387 | 1387 | pvc pipe for electrical work 25mm dia | item1387 | 1 | rm |
| 1388 | 1388 | Schedule- D (Supply and Execution Goomty) D(iv)--a- Rampur Manhyaran | item1388 | ||
| 1389 | 1389 | Foundation | item1389 | ||
| 1390 | 1390 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 3 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 3 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | item1390 | 1 | Cum. |
| 1391 | 1391 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. In layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. | item1391 | 1 | Cum. |
| 1392 | 1392 | Providing and laying in position cement concrete of specified grade excludingbthe cost of centering and shuttering - All work up to plinth level : | item1392 | ||
| 1393 | 1393 | a) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | item1393 | 1 | Cum |
| 1394 | 1394 | b) 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | item1394 | 1 | Cum |
| 1395 | 1395 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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.“(Note :-Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). | item1395 | ||
| 1396 | 1396 | a) All works upto Plinth Level | item1396 | 1 | Cum. |
| 1397 | 1397 | b) All works above plinth level upto floor V level | item1397 | 1 | Cum. |
| 1398 | 1398 | Supplying and filling in plinth with sand under floors including,watering,ramming, consolidating and dressing complete. | item1398 | 1 | Cum. |
| 1399 | 1399 | Brick work with F.P.S bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 (1Cement : 6 coarse sand) | item1399 | 1 | Cum. |
| 1400 | 1400 | Brick work with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 (1 Cement : 6 coarse sand) | item1400 | 1 | Cum. |
| 1401 | 1401 | Half brick masonary with F.P.S bricks of class designation 7.5 in foundations and plinth in cement mortar 1:4 (1 cement:4 coarse sand) | item1401 | 1 | Sqm |
| 1402 | 1402 | Half brick masonary with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in cement mortar 1:4 (1 cement:4 coarse sand) | item1402 | 1 | Sqm. |
| 1403 | 1403 | Brick work with bricks of class designation 7.5 in foundation and plinth in Cement mortar:1:4 (1 cement: 4 coarse sand ), | item1403 | 1 | Cum. |
| 1404 | 1404 | b) Extra for brickwork in superstructure above plinth level upto floor V level. - CM : 1:4 (1 cement: 4 coarse sand) | item1404 | 1 | Cum. |
| 1405 | 1405 | Applying a coat of residual petroleum bitumen (of grade of VG-10) of penetration 80/100 of approved quality using 1.7 kg per square metre after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil | item1405 | 1 | sqm |
| 1406 | 1406 | Supplying and placing in position High Strength Deformed Steel bars reinforcemetn . (confirming to IS 1786 Grade Fe 500) for RCC works including transporting the steel straightening, cleaning, cutting, bending, binding to required shapes and lenghts as per drawing including the cost of binding wire 18 SWG as needed. Steel shall be from main producers such as SAIL,RINL & TISCO. Rates shall include the cost of protective coating of truncated inhibitedcement slurry. | item1406 | 1 | Kg |
| 1407 | 1407 | Providing and fixing T iron Frames for Doors, Window and Ventileters of mild steel Tee section, joints mitred and welded, including fixing of necessary butt hinges and screws and applying in prime coat of approved steel primer.\nFixing with 15 x 3 mm lugs 10 cm long embedded in cement concrete block 15 x 10 x 10 cm of C.C. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | item1407 | 1 | Kg |
| 1408 | 1408 | Providing and fixing ISI marked flush door shutters confirming to IS 2202 (Part -I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters | item1408 | ||
| 1409 | 1409 | Providing and fixing IS : 12817 marked stainless steel butt hinges withstainless steel screws etc. complete : | item1409 | ||
| 1410 | 1410 | a) 25x64x1.90 mm | item1410 | 1 | Each |
| 1411 | 1411 | b) 100X58X1.90 mm | item1411 | 1 | Each |
| 1412 | 1412 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths inter - locked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade no.2 and M.S. top cover of required thickness for rolling shutters. 80 x 1.20 mm M.S. laths with 1.2 mm thick top cover. | item1412 | 1 | Sqm. |
| 1413 | 1413 | a) Providing & fixing ball bearing for rolling shutters. | item1413 | 1 | Each |
| 1414 | 1414 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. | item1414 | 1 | Kg. |
| 1415 | 1415 | Providing and fixing circular/ hexagonal cast iron or MS sheet box for ceiling fan clamp of internal dia140m., 73mm height, bottom and top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron/ box by means of 3.3mm dia.round headed screws, one lock at the corners. Clamp shall be made of 12mm dia.M.S. bar bent to shape as per standard drawing. | item1415 | 1 | Each |
| 1416 | 1416 | Providing and fixing hand rail by welding etc.to steel ladder railing,balcony railing & staircase railing including applying apriming coatof approved steel primer GI Pipes 40 mm nominal bore (class B). | item1416 | 1 | Kg. |
| 1417 | 1417 | 12mm cement plaster of mix 1:6 (1cement : 6 coarse sand). | item1417 | 1 | Sqm. |
| 1418 | 1418 | 15mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1cement : 6 coarse sand). | item1418 | 1 | Sqm. |
| 1419 | 1419 | 6mm cement plaster to ceilling of mix 1:3(1cement: 3 fine sand). | item1419 | 1 | Sqm. |
| 1420 | 1420 | 12 mm cement plaster finished with a floating coat of neat cement of mix : \n1:4 (1 cement: 4 fine sand) | item1420 | 1 | sqm |
| 1421 | 1421 | Providing and fixing 10 mm thick acid and or/ alkali resistance tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and /or alkali resisting cement as per IS: 4457, complete as per the direction of enfgineer-in-charge. | item1421 | ||
| 1422 | 1422 | a) In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement:4 coarse sand) - Acid and alkali resistant tile | item1422 | 1 | sqm |
| 1423 | 1423 | b) in dado/skirting on 12 mm thick mortar1:4 (1 acid proof cement: 4 coarse sand) - Acid and alkali resistant tile | item1423 | 1 | sqm |
| 1424 | 1424 | Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement motar 1:4 (1 cement : 4 coarse sand) - 25 mm thick. | item1424 | 1 | sqm |
| 1425 | 1425 | Kota stone slab 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement motar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | item1425 | 1 | sqm |
| 1426 | 1426 | Providing and fixing 1st quality wall ceramic glazed wall tiles conforming to IS:15622 of minimum thickness 5 mm of approved make like NITCO, ORIENT, SOMANY KAJARIA, or equivalent make in all colours, shades except begundy, bottle green , black of any size as approved by Enginner -in-charge in skirting, risers of steps and dados over 12 mm thick bed of Cement Mortar 1:3 (1 Cement :3 Coarse sand) and jointing with grey cement slurry @3.3kg per sqm including pointing in white cement mixed with pigment of matching shades complete. | item1426 | 1 | Sqm. |
| 1427 | 1427 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality confirming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. | item1427 | 1 | Sqm. |
| 1428 | 1428 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate, 20 mm nominal size) in and top layer 12 mm thick cement haedener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This include cost of cement slurry. | item1428 | 1 | Sqm. |
| 1429 | 1429 | Cement Plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement of 18 mm thick. | item1429 | 1 | Sqm. |
| 1430 | 1430 | Providing and laying Vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with absorption less than 0.08% and confirming to IS:15622, of approved make, in all colours and shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete ; size of tile 600x600 mm | item1430 | 1 | Sqm. |
| 1431 | 1431 | Painting with synthetic enamel paint of approved brand and manufacture of required color to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | item1431 | 1 | Sqm. |
| 1432 | 1432 | Distempering with oil bound washable distemper of approved brand(Asian,Nerolack) and manufacture to give an even shade new work (two or more coats) over and including priming coat with cement primer. | item1432 | 1 | Sqm. |
| 1433 | 1433 | Making plinth protection 50 mm thick of cement concrete 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. | item1433 | 1 | sqm |
| 1434 | 1434 | Finishing walls with water proofing cement paint \"Snowcem - Plus\" of M/s Asian, Berger Ltd. or equivalent of required shade:New work (Two or more coats applied @ 3.84 Kg/10 Sqm.) | item1434 | 1 | Sqm. |
| 1435 | 1435 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatement of roofs, balconies, terraces etc consisting of following operation: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compund conforming to IS: 2645 and approved by Engineer-in-charge. b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand ) admixed with water proofing compund conforming to IS: 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of junctions of walls and slabs. | item1435 | ||
| 1436 | 1436 | c) After two days of proper curing applying a second coat of cement slurry using 2.7kg/sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge.d) finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 admix with water proofing compound conforming to IS:2645 and approved by Engineer incharge.e)the whole terrace so finished shall be flooded with water for minimum period of 2 weeks for curring and final test. All above operations to be done in order and as directed and specified by the Engineer-in-charge. | item1436 | 1 | Cum |
| 1437 | 1437 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (External work) | item1437 | ||
| 1438 | 1438 | a) 20 mm dia. nominal bore. | item1438 | 1 | Mtr. |
| 1439 | 1439 | b) 25mm dia. nominal bore. | item1439 | 1 | Mtr. |
| 1440 | 1440 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: 25 to 40mm nominal bore. | item1440 | 1 | Each |
| 1441 | 1441 | Providing and Fixing brass stop cock of approved quality. 15mm nominal bore. | item1441 | 1 | Each |
| 1442 | 1442 | Providing and Fixing C.P.Brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690gms. | item1442 | ||
| 1443 | 1443 | a) 15mm nominal bore. | item1443 | 1 | Each |
| 1444 | 1444 | Providing and Fixing C.P.Brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. | item1444 | ||
| 1445 | 1445 | a) \15mm nominal bore | item1445 | 1 | Each |
| 1446 | 1446 | Providing and Fixing G.I. Pipes complete with GI.Fittings and clamps, including cutting and making good the walls etc. (internal work). | item1446 | ||
| 1447 | 1447 | a) 15mm dia. Nominal bore. | item1447 | 1 | Mtr. |
| 1448 | 1448 | b) 25mm dia nominal bore. | item1448 | 1 | Mtr. |
| 1449 | 1449 | Providing and Fixing gun metal gate value with CI wheel of approved quality (screwed end) 25mm Nominal bore. | item1449 | 1 | Each |
| 1450 | 1450 | Providing and fixing water closet squatting pan (Indian type W.C. Pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, Parryware /Hindware / Seabird / Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. White Vitreous chinaOrissa pattern W.C. pan of size 580 x 440mm with integral type foot rests. | item1450 | 1 | Each |
| 1451 | 1451 | Providing and Fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less than 105gms (Prayag or equivalent) | item1451 | 1 | Each |
| 1452 | 1452 | Providing and Fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 88gms (Prayag or equivalent) | item1452 | 1 | Each |
| 1453 | 1453 | Providing and Fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP Brass screws with concealed fitting arrangement of approved quality colour and make (Prayag or equivalent) 450mm long towel rail with total length of 495mm, 78mm wide and effective hight of 88mm, weighin not less than 170gms. | item1453 | 1 | Each |
| 1454 | 1454 | Providing and Fixing PTMT shelf 440mm long, 124mm width and 36mm height of approved quality, colour and make, weighing not less than 300gms (Prayag or equivalent) | item1454 | 1 | Each |
| 1455 | 1455 | Constructing masonary Chamber 60 x 60 x 75cm inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I.surface box 100mm, Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4mix (1cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1cement: 5 fine sand : 10 graded stone aggregaten 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. -With F.P.S. bricks. | item1455 | 1 | Each |
| 1456 | 1456 | Constructing masonry chamber 90x90x100 cm, inside with 75 class designation brick work in cement morter 1:4 (1 cement:4 fine sand) for sluice valve, with C.I. surface box 100mm. Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) neccessary excavation foundation concrete 1:5:10(1 cement:5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. With F.P.S bricks. | item1456 | 1 | Each |
| 1457 | 1457 | Providing and fixing wash basin with C.I./M.S brackets, 15mm C.P brass pillar taps,Kingston / Gem / Techno / Parko, 32mm C.P brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: Flat back wash basin size 550 x 400mm with single 15mm C.P. brass pillar tap. | item1457 | 1 | Each |
| 1458 | 1458 | Providing and fixing 600 x 450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete. | item1458 | 1 | Each |
| 1459 | 1459 | Providing and fixing soil, waste and vent pipes : 100mm dia. sand cast iron S & S pipe. | item1459 | 1 | Mtr. |
| 1460 | 1460 | Providing and Fixing PVC waste pipe for sink or wash basin including PVC waste fittings complete. Flexible pipe,40mm dia. | item1460 | 1 | Each |
| 1461 | 1461 | Providing and fixing 100mm sand cast Iron grating for gully trap. | item1461 | 1 | Each |
| 1462 | 1462 | Providing & fixing 100mm S.C.I. trap with 100mm inlet and 100mm outlet. | item1462 | 1 | Each |
| 1463 | 1463 | Providing and fixing on wall face unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. (1) Single socketed pipes. 110mm diameter. | item1463 | 1 | Mtr. |
| 1464 | 1464 | Providing and fixing on wall face unplasticised - P.V.C. moulded fittings / accessories for unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving10mm gap for thermal expansion. | item1464 | ||
| 1465 | 1465 | a) Bend 87.5 degree,110mm bend | item1465 | 1 | Each |
| 1466 | 1466 | b) Shoe (plain), 110mm shoe | item1466 | 1 | Each |
| 1467 | 1467 | Providing and fixing M.S.holder bat clamps of approved design to C.I. or S.C.I. Rain water pipes embeded in and including cement concrete blocks 10 x 10 x 10cm of 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the walls etc. 100mm diameter. | item1467 | 1 | Each |
| 1468 | 1468 | Providing and placing on tarrace (at all floor levels) polyethylene water storage tank IS:12701 marked indicating the BIS license No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank (Sintex, Electroplast, Star, Lotus or equivalent having valid ISI License). | item1468 | 1 | Ltr. |
| 1469 | 1469 | Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 ( 1 cement : 1 fine sand ) including testing of joints etc. complete – 150 mm dia. | item1469 | 1 | each |
| 1470 | 1470 | Providing and Fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete: | item1470 | ||
| 1471 | 1471 | a) 300x10mm | item1471 | 1 | Each |
| 1472 | 1472 | b) 250x10 mm | item1472 | 1 | Each |
| 1473 | 1473 | Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required color or shade with necessary screws etc. Complete 125mm. | item1473 | 1 | Each |
| 1474 | 1474 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:\n250 x 16 mm | item1474 | 1 | Each |
| 1475 | 1475 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side/top/centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc.complete of standard rolled sections, joints mitred and welded and sash bars tenoned and riveted with 15 x 3mm lugs, 10cm long, embedded in cement concrete blocks 15 x 10 x 10cm 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 or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and apriming coat of approved steel primer excluding the coast of metal beading and other fittings except necessary hinges of pivots complete as per approved design.(sectional weight of only steel members shall be measured for payment). | item1475 | 1 | kg |
| 1476 | 1476 | Providing, laying and jointing glazed SW pipes grade A with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc.complete. 150 mm diameter. | item1476 | 1 | Mtr. |
| 1477 | 1477 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete | item1477 | 1 | Kg |
| 1478 | 1478 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | item1478 | 1 | Kg |
| 1479 | 1479 | 9.118 Providing and fixing to existing door frames. | item1479 | ||
| 1480 | 1480 | 24 mm thick factory made PVC door shutters made of styles and rails of a\nuPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm)\nwith inbuilt edging on both sides. The styles and rails mitred and joint at the\ncorners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having\nwall thickness 1.0 mm and stainless steel screws. The styles of the shutter\nreinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1\nmm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section\nof size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter\nstyles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled\nwith a uPVC multi-chambered single panel of size not less than 620 mm, having\nover all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels\nrod and fastened with nuts and washers, complete as per\nmanufacturer's specification and direction of Engineer-in-charge. (For W.C.\nand bathroom door shutter). | item1480 | 1 | sqm |
| 1481 | 1481 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle\niron and 3 mm M.S. gusset plates at the junctions and corners, all necessary\nfittings complete, including applying a priming coat of approved steel primer.\n10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces | item1481 | 1 | sqm |
| 1482 | 1482 | Using flats 30x6mm for diagonal braces and central cross piece | item1482 | 1 | sqm |
| 1483 | 1483 | Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced\nGypsum) false ceiling tiles of Size 595x595 mm of approved texture, design\nand patterns having moisture content less than 2%, humidity resistance of\n99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476\n(part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal\nlevel suspended on inter-locking metal T-Grid of hot dipped galvanised iron\nsection of 0.33mm thick (galvanized @ 120 grams per sqm including both\nsides) comprising of main-T runners of size 15x32 mm of length 3000 mm,\ncross - T of size 15x32 mm of length 1200 mm and secondary intermediate\ncross-T of size 15x32 mm of length 600mm to form grid module of size 600 x\n600 mm, suspended from ceiling using galvanised mild steel items (galvanizing\n@ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners,\n6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level\nadjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size\n24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with\nthe help of plastic rawl plugs at 450 mm center to center and 40 mm long dry\nwall wood screws. The work shall be carried out as per specifications, drawing\nand as per directions of the Engineer-in-Charge.\n26.26.1 With semi perforated 12 mm thick micro tegular edged GRG false ceiling tiles. | item1483 | 1 | sqm |
| 1484 | 1484 | For shutters of doors, windows & ventilators including providing and fixing\nhinges/ pivots and making provision for fixing of fittings wherever required\nincluding the cost of EPDM rubber / neoprene gasket required (Fittings shall\nbe paid for separately | item1484 | ||
| 1485 | 1485 | a) Anodised aluminium (anodised transparent or dyed to required shade according\nto IS: 1868, Minimum anodic coating of grade AC 15) | item1485 | ||
| 1486 | 1486 | b) window | item1486 | 1 | kilogram |
| 1487 | 1487 | Providing and fixing glazing in aluminium door, window, ventilator shutters\nand partitions etc. with EPDM rubber / neoprene gasket etc. complete as per\nthe architectural drawings and the directions of engineer-in-charge . (Cost of\naluminium snap beading shall be paid in basic item): | item1487 | ||
| 1488 | 1488 | a) With float glass panes of 4.0 mm thickness | item1488 | 1 | sqm |
| 1489 | 1489 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and\nclerestory windows using wire gauge with average width of aperture 1.4 mm in\nboth directions with wire of dia 0.63 mm all complete | item1489 | ||
| 1490 | 1490 | a) With 12 mm mild steel U beading | item1490 | 1 | sqm |
| 1491 | 1491 | Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | item1491 | 1 | cum |
| 1492 | 1492 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Foundations, footings, bases of columns, etc. for mass concrete : | item1492 | 1 | sqm |
| 1493 | 1493 | a) Lintels, beams, plinth beams, girders, bressumers and\n cantilevers | item1493 | 1 | sqm |
| 1494 | 1494 | b) Suspended floors, roofs, landings, balconies and access\n platform | item1494 | 1 | sqm |
| 1495 | 1495 | c) Columns, Pillars, Piers, Abutments, Posts and Struts | item1495 | 1 | sqm |
| 1496 | 1496 | pvc pipe for electrical work 25mm dia | item1496 | 1 | rm |
| 1497 | 1497 | Schedule- D (Supply and Execution Goomty) D(iv)--b- Rampur Manhyaran | item1497 | ||
| 1498 | 1498 | Foundation | item1498 | ||
| 1499 | 1499 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 3 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 3 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | item1499 | 1 | Cum. |
| 1500 | 1500 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. In layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. | item1500 | 1 | Cum. |
| 1501 | 1501 | Providing and laying in position cement concrete of specified grade excludingbthe cost of centering and shuttering - All work up to plinth level : | item1501 | ||
| 1502 | 1502 | a) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | item1502 | 1 | Cum |
| 1503 | 1503 | b) 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | item1503 | 1 | Cum |
| 1504 | 1504 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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.“(Note :-Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). | item1504 | ||
| 1505 | 1505 | a) All works upto Plinth Level | item1505 | 1 | Cum. |
| 1506 | 1506 | b) All works above plinth level upto floor V level | item1506 | 1 | Cum. |
| 1507 | 1507 | Supplying and filling in plinth with sand under floors including,watering,ramming, consolidating and dressing complete. | item1507 | 1 | Cum. |
| 1508 | 1508 | Brick work with F.P.S bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 (1Cement : 6 coarse sand) | item1508 | 1 | Cum. |
| 1509 | 1509 | Brick work with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 (1 Cement : 6 coarse sand) | item1509 | 1 | Cum. |
| 1510 | 1510 | Half brick masonary with F.P.S bricks of class designation 7.5 in foundations and plinth in cement mortar 1:4 (1 cement:4 coarse sand) | item1510 | 1 | Sqm |
| 1511 | 1511 | Half brick masonary with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in cement mortar 1:4 (1 cement:4 coarse sand) | item1511 | 1 | Sqm. |
| 1512 | 1512 | Brick work with bricks of class designation 7.5 in foundation and plinth in Cement mortar:1:4 (1 cement: 4 coarse sand ), | item1512 | 1 | Cum. |
| 1513 | 1513 | b) Extra for brickwork in superstructure above plinth level upto floor V level. - CM : 1:4 (1 cement: 4 coarse sand) | item1513 | 1 | Cum. |
| 1514 | 1514 | Applying a coat of residual petroleum bitumen (of grade of VG-10) of penetration 80/100 of approved quality using 1.7 kg per square metre after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil | item1514 | 1 | sqm |
| 1515 | 1515 | Supplying and placing in position High Strength Deformed Steel bars reinforcemetn . (confirming to IS 1786 Grade Fe 500) for RCC works including transporting the steel straightening, cleaning, cutting, bending, binding to required shapes and lenghts as per drawing including the cost of binding wire 18 SWG as needed. Steel shall be from main producers such as SAIL,RINL & TISCO. Rates shall include the cost of protective coating of truncated inhibitedcement slurry. | item1515 | 1 | Kg |
| 1516 | 1516 | Providing and fixing T iron Frames for Doors, Window and Ventileters of mild steel Tee section, joints mitred and welded, including fixing of necessary butt hinges and screws and applying in prime coat of approved steel primer.\nFixing with 15 x 3 mm lugs 10 cm long embedded in cement concrete block 15 x 10 x 10 cm of C.C. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | item1516 | 1 | Kg |
| 1517 | 1517 | Providing and fixing ISI marked flush door shutters confirming to IS 2202 (Part -I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters | item1517 | ||
| 1518 | 1518 | Providing and fixing IS : 12817 marked stainless steel butt hinges withstainless steel screws etc. complete : | item1518 | ||
| 1519 | 1519 | a) 25x64x1.90 mm | item1519 | 1 | Each |
| 1520 | 1520 | b) 100X58X1.90 mm | item1520 | 1 | Each |
| 1521 | 1521 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths inter - locked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade no.2 and M.S. top cover of required thickness for rolling shutters. 80 x 1.20 mm M.S. laths with 1.2 mm thick top cover. | item1521 | 1 | Sqm. |
| 1522 | 1522 | a) Providing & fixing ball bearing for rolling shutters. | item1522 | 1 | Each |
| 1523 | 1523 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. | item1523 | 1 | Kg. |
| 1524 | 1524 | Providing and fixing circular/ hexagonal cast iron or MS sheet box for ceiling fan clamp of internal dia140m., 73mm height, bottom and top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron/ box by means of 3.3mm dia.round headed screws, one lock at the corners. Clamp shall be made of 12mm dia.M.S. bar bent to shape as per standard drawing. | item1524 | 1 | Each |
| 1525 | 1525 | Providing and fixing hand rail by welding etc.to steel ladder railing,balcony railing & staircase railing including applying apriming coatof approved steel primer GI Pipes 40 mm nominal bore (class B). | item1525 | 1 | Kg. |
| 1526 | 1526 | 12mm cement plaster of mix 1:6 (1cement : 6 coarse sand). | item1526 | 1 | Sqm. |
| 1527 | 1527 | 15mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1cement : 6 coarse sand). | item1527 | 1 | Sqm. |
| 1528 | 1528 | 6mm cement plaster to ceilling of mix 1:3(1cement: 3 fine sand). | item1528 | 1 | Sqm. |
| 1529 | 1529 | 12 mm cement plaster finished with a floating coat of neat cement of mix : \n1:4 (1 cement: 4 fine sand) | item1529 | 1 | sqm |
| 1530 | 1530 | Providing and fixing 10 mm thick acid and or/ alkali resistance tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and /or alkali resisting cement as per IS: 4457, complete as per the direction of enfgineer-in-charge. | item1530 | ||
| 1531 | 1531 | a) In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement:4 coarse sand) - Acid and alkali resistant tile | item1531 | 1 | sqm |
| 1532 | 1532 | b) in dado/skirting on 12 mm thick mortar1:4 (1 acid proof cement: 4 coarse sand) - Acid and alkali resistant tile | item1532 | 1 | sqm |
| 1533 | 1533 | Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement motar 1:4 (1 cement : 4 coarse sand) - 25 mm thick. | item1533 | 1 | sqm |
| 1534 | 1534 | Kota stone slab 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement motar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | item1534 | 1 | sqm |
| 1535 | 1535 | Providing and fixing 1st quality wall ceramic glazed wall tiles conforming to IS:15622 of minimum thickness 5 mm of approved make like NITCO, ORIENT, SOMANY KAJARIA, or equivalent make in all colours, shades except begundy, bottle green , black of any size as approved by Enginner -in-charge in skirting, risers of steps and dados over 12 mm thick bed of Cement Mortar 1:3 (1 Cement :3 Coarse sand) and jointing with grey cement slurry @3.3kg per sqm including pointing in white cement mixed with pigment of matching shades complete. | item1535 | 1 | Sqm. |
| 1536 | 1536 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality confirming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. | item1536 | 1 | Sqm. |
| 1537 | 1537 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate, 20 mm nominal size) in and top layer 12 mm thick cement haedener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This include cost of cement slurry. | item1537 | 1 | Sqm. |
| 1538 | 1538 | Cement Plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement of 18 mm thick. | item1538 | 1 | Sqm. |
| 1539 | 1539 | Providing and laying Vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with absorption less than 0.08% and confirming to IS:15622, of approved make, in all colours and shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete ; size of tile 600x600 mm | item1539 | 1 | Sqm. |
| 1540 | 1540 | Painting with synthetic enamel paint of approved brand and manufacture of required color to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | item1540 | 1 | Sqm. |
| 1541 | 1541 | Distempering with oil bound washable distemper of approved brand(Asian,Nerolack) and manufacture to give an even shade new work (two or more coats) over and including priming coat with cement primer. | item1541 | 1 | Sqm. |
| 1542 | 1542 | Making plinth protection 50 mm thick of cement concrete 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. | item1542 | 1 | sqm |
| 1543 | 1543 | Finishing walls with water proofing cement paint \"Snowcem - Plus\" of M/s Asian, Berger Ltd. or equivalent of required shade:New work (Two or more coats applied @ 3.84 Kg/10 Sqm.) | item1543 | 1 | Sqm. |
| 1544 | 1544 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatement of roofs, balconies, terraces etc consisting of following operation: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compund conforming to IS: 2645 and approved by Engineer-in-charge. b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand ) admixed with water proofing compund conforming to IS: 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of junctions of walls and slabs. | item1544 | ||
| 1545 | 1545 | c) After two days of proper curing applying a second coat of cement slurry using 2.7kg/sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge.d) finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 admix with water proofing compound conforming to IS:2645 and approved by Engineer incharge.e)the whole terrace so finished shall be flooded with water for minimum period of 2 weeks for curring and final test. All above operations to be done in order and as directed and specified by the Engineer-in-charge. | item1545 | 1 | Cum |
| 1546 | 1546 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (External work) | item1546 | ||
| 1547 | 1547 | a) 20 mm dia. nominal bore. | item1547 | 1 | Mtr. |
| 1548 | 1548 | b) 25mm dia. nominal bore. | item1548 | 1 | Mtr. |
| 1549 | 1549 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: 25 to 40mm nominal bore. | item1549 | 1 | Each |
| 1550 | 1550 | Providing and Fixing brass stop cock of approved quality. 15mm nominal bore. | item1550 | 1 | Each |
| 1551 | 1551 | Providing and Fixing C.P.Brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690gms. | item1551 | ||
| 1552 | 1552 | a) 15mm nominal bore. | item1552 | 1 | Each |
| 1553 | 1553 | Providing and Fixing C.P.Brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. | item1553 | ||
| 1554 | 1554 | a) \15mm nominal bore | item1554 | 1 | Each |
| 1555 | 1555 | Providing and Fixing G.I. Pipes complete with GI.Fittings and clamps, including cutting and making good the walls etc. (internal work). | item1555 | ||
| 1556 | 1556 | a) 15mm dia. Nominal bore. | item1556 | 1 | Mtr. |
| 1557 | 1557 | b) 25mm dia nominal bore. | item1557 | 1 | Mtr. |
| 1558 | 1558 | Providing and Fixing gun metal gate value with CI wheel of approved quality (screwed end) 25mm Nominal bore. | item1558 | 1 | Each |
| 1559 | 1559 | Providing and fixing water closet squatting pan (Indian type W.C. Pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, Parryware /Hindware / Seabird / Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. White Vitreous chinaOrissa pattern W.C. pan of size 580 x 440mm with integral type foot rests. | item1559 | 1 | Each |
| 1560 | 1560 | Providing and Fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less than 105gms (Prayag or equivalent) | item1560 | 1 | Each |
| 1561 | 1561 | Providing and Fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 88gms (Prayag or equivalent) | item1561 | 1 | Each |
| 1562 | 1562 | Providing and Fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP Brass screws with concealed fitting arrangement of approved quality colour and make (Prayag or equivalent) 450mm long towel rail with total length of 495mm, 78mm wide and effective hight of 88mm, weighin not less than 170gms. | item1562 | 1 | Each |
| 1563 | 1563 | Providing and Fixing PTMT shelf 440mm long, 124mm width and 36mm height of approved quality, colour and make, weighing not less than 300gms (Prayag or equivalent) | item1563 | 1 | Each |
| 1564 | 1564 | Constructing masonary Chamber 60 x 60 x 75cm inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I.surface box 100mm, Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4mix (1cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1cement: 5 fine sand : 10 graded stone aggregaten 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. -With F.P.S. bricks. | item1564 | 1 | Each |
| 1565 | 1565 | Constructing masonry chamber 90x90x100 cm, inside with 75 class designation brick work in cement morter 1:4 (1 cement:4 fine sand) for sluice valve, with C.I. surface box 100mm. Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) neccessary excavation foundation concrete 1:5:10(1 cement:5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. With F.P.S bricks. | item1565 | 1 | Each |
| 1566 | 1566 | Providing and fixing wash basin with C.I./M.S brackets, 15mm C.P brass pillar taps,Kingston / Gem / Techno / Parko, 32mm C.P brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: Flat back wash basin size 550 x 400mm with single 15mm C.P. brass pillar tap. | item1566 | 1 | Each |
| 1567 | 1567 | Providing and fixing 600 x 450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete. | item1567 | 1 | Each |
| 1568 | 1568 | Providing and fixing soil, waste and vent pipes : 100mm dia. sand cast iron S & S pipe. | item1568 | 1 | Mtr. |
| 1569 | 1569 | Providing and Fixing PVC waste pipe for sink or wash basin including PVC waste fittings complete. Flexible pipe,40mm dia. | item1569 | 1 | Each |
| 1570 | 1570 | Providing and fixing 100mm sand cast Iron grating for gully trap. | item1570 | 1 | Each |
| 1571 | 1571 | Providing & fixing 100mm S.C.I. trap with 100mm inlet and 100mm outlet. | item1571 | 1 | Each |
| 1572 | 1572 | Providing and fixing on wall face unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. (1) Single socketed pipes. 110mm diameter. | item1572 | 1 | Mtr. |
| 1573 | 1573 | Providing and fixing on wall face unplasticised - P.V.C. moulded fittings / accessories for unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving10mm gap for thermal expansion. | item1573 | ||
| 1574 | 1574 | a) Bend 87.5 degree,110mm bend | item1574 | 1 | Each |
| 1575 | 1575 | b) Shoe (plain), 110mm shoe | item1575 | 1 | Each |
| 1576 | 1576 | Providing and fixing M.S.holder bat clamps of approved design to C.I. or S.C.I. Rain water pipes embeded in and including cement concrete blocks 10 x 10 x 10cm of 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the walls etc. 100mm diameter. | item1576 | 1 | Each |
| 1577 | 1577 | Providing and placing on tarrace (at all floor levels) polyethylene water storage tank IS:12701 marked indicating the BIS license No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank (Sintex, Electroplast, Star, Lotus or equivalent having valid ISI License). | item1577 | 1 | Ltr. |
| 1578 | 1578 | Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 ( 1 cement : 1 fine sand ) including testing of joints etc. complete – 150 mm dia. | item1578 | 1 | each |
| 1579 | 1579 | Providing and Fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete: | item1579 | ||
| 1580 | 1580 | a) 300x10mm | item1580 | 1 | Each |
| 1581 | 1581 | b) 250x10 mm | item1581 | 1 | Each |
| 1582 | 1582 | Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required color or shade with necessary screws etc. Complete 125mm. | item1582 | 1 | Each |
| 1583 | 1583 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:\n250 x 16 mm | item1583 | 1 | Each |
| 1584 | 1584 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side/top/centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc.complete of standard rolled sections, joints mitred and welded and sash bars tenoned and riveted with 15 x 3mm lugs, 10cm long, embedded in cement concrete blocks 15 x 10 x 10cm 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 or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and apriming coat of approved steel primer excluding the coast of metal beading and other fittings except necessary hinges of pivots complete as per approved design.(sectional weight of only steel members shall be measured for payment). | item1584 | 1 | kg |
| 1585 | 1585 | Providing, laying and jointing glazed SW pipes grade A with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc.complete. 150 mm diameter. | item1585 | 1 | Mtr. |
| 1586 | 1586 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete | item1586 | 1 | Kg |
| 1587 | 1587 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | item1587 | 1 | Kg |
| 1588 | 1588 | 9.118 Providing and fixing to existing door frames. | item1588 | ||
| 1589 | 1589 | 24 mm thick factory made PVC door shutters made of styles and rails of a\nuPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm)\nwith inbuilt edging on both sides. The styles and rails mitred and joint at the\ncorners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having\nwall thickness 1.0 mm and stainless steel screws. The styles of the shutter\nreinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1\nmm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section\nof size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter\nstyles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled\nwith a uPVC multi-chambered single panel of size not less than 620 mm, having\nover all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels\nrod and fastened with nuts and washers, complete as per\nmanufacturer's specification and direction of Engineer-in-charge. (For W.C.\nand bathroom door shutter). | item1589 | 1 | sqm |
| 1590 | 1590 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle\niron and 3 mm M.S. gusset plates at the junctions and corners, all necessary\nfittings complete, including applying a priming coat of approved steel primer.\n10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces | item1590 | 1 | sqm |
| 1591 | 1591 | Using flats 30x6mm for diagonal braces and central cross piece | item1591 | 1 | sqm |
| 1592 | 1592 | Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced\nGypsum) false ceiling tiles of Size 595x595 mm of approved texture, design\nand patterns having moisture content less than 2%, humidity resistance of\n99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476\n(part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal\nlevel suspended on inter-locking metal T-Grid of hot dipped galvanised iron\nsection of 0.33mm thick (galvanized @ 120 grams per sqm including both\nsides) comprising of main-T runners of size 15x32 mm of length 3000 mm,\ncross - T of size 15x32 mm of length 1200 mm and secondary intermediate\ncross-T of size 15x32 mm of length 600mm to form grid module of size 600 x\n600 mm, suspended from ceiling using galvanised mild steel items (galvanizing\n@ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners,\n6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level\nadjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size\n24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with\nthe help of plastic rawl plugs at 450 mm center to center and 40 mm long dry\nwall wood screws. The work shall be carried out as per specifications, drawing\nand as per directions of the Engineer-in-Charge.\n26.26.1 With semi perforated 12 mm thick micro tegular edged GRG false ceiling tiles. | item1592 | 1 | sqm |
| 1593 | 1593 | For shutters of doors, windows & ventilators including providing and fixing\nhinges/ pivots and making provision for fixing of fittings wherever required\nincluding the cost of EPDM rubber / neoprene gasket required (Fittings shall\nbe paid for separately | item1593 | ||
| 1594 | 1594 | a) Anodised aluminium (anodised transparent or dyed to required shade according\nto IS: 1868, Minimum anodic coating of grade AC 15) | item1594 | ||
| 1595 | 1595 | b) window | item1595 | 1 | kilogram |
| 1596 | 1596 | Providing and fixing glazing in aluminium door, window, ventilator shutters\nand partitions etc. with EPDM rubber / neoprene gasket etc. complete as per\nthe architectural drawings and the directions of engineer-in-charge . (Cost of\naluminium snap beading shall be paid in basic item): | item1596 | ||
| 1597 | 1597 | a) With float glass panes of 4.0 mm thickness | item1597 | 1 | sqm |
| 1598 | 1598 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and\nclerestory windows using wire gauge with average width of aperture 1.4 mm in\nboth directions with wire of dia 0.63 mm all complete | item1598 | ||
| 1599 | 1599 | a) With 12 mm mild steel U beading | item1599 | 1 | sqm |
| 1600 | 1600 | Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | item1600 | 1 | cum |
| 1601 | 1601 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Foundations, footings, bases of columns, etc. for mass concrete : | item1601 | 1 | sqm |
| 1602 | 1602 | a) Lintels, beams, plinth beams, girders, bressumers and\n cantilevers | item1602 | 1 | sqm |
| 1603 | 1603 | b) Suspended floors, roofs, landings, balconies and access\n platform | item1603 | 1 | sqm |
| 1604 | 1604 | c) Columns, Pillars, Piers, Abutments, Posts and Struts | item1604 | 1 | sqm |
| 1605 | 1605 | pvc pipe for electrical work 25mm dia | item1605 | 1 | rm |
| 1606 | 1606 | Schedule- D (Supply and Execution Goomty) D(iv)--a- Manani | item1606 | ||
| 1607 | 1607 | Foundation | item1607 | ||
| 1608 | 1608 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 3 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 3 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | item1608 | 1 | Cum. |
| 1609 | 1609 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. In layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. | item1609 | 1 | Cum. |
| 1610 | 1610 | Providing and laying in position cement concrete of specified grade excludingbthe cost of centering and shuttering - All work up to plinth level : | item1610 | ||
| 1611 | 1611 | a) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | item1611 | 1 | Cum |
| 1612 | 1612 | b) 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | item1612 | 1 | Cum |
| 1613 | 1613 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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.“(Note :-Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). | item1613 | ||
| 1614 | 1614 | a) All works upto Plinth Level | item1614 | 1 | Cum. |
| 1615 | 1615 | b) All works above plinth level upto floor V level | item1615 | 1 | Cum. |
| 1616 | 1616 | Supplying and filling in plinth with sand under floors including,watering,ramming, consolidating and dressing complete. | item1616 | 1 | Cum. |
| 1617 | 1617 | Brick work with F.P.S bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 (1Cement : 6 coarse sand) | item1617 | 1 | Cum. |
| 1618 | 1618 | Brick work with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 (1 Cement : 6 coarse sand) | item1618 | 1 | Cum. |
| 1619 | 1619 | Half brick masonary with F.P.S bricks of class designation 7.5 in foundations and plinth in cement mortar 1:4 (1 cement:4 coarse sand) | item1619 | 1 | Sqm |
| 1620 | 1620 | Half brick masonary with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in cement mortar 1:4 (1 cement:4 coarse sand) | item1620 | 1 | Sqm. |
| 1621 | 1621 | Brick work with bricks of class designation 7.5 in foundation and plinth in Cement mortar:1:4 (1 cement: 4 coarse sand ), | item1621 | 1 | Cum. |
| 1622 | 1622 | b) Extra for brickwork in superstructure above plinth level upto floor V level. - CM : 1:4 (1 cement: 4 coarse sand) | item1622 | 1 | Cum. |
| 1623 | 1623 | Applying a coat of residual petroleum bitumen (of grade of VG-10) of penetration 80/100 of approved quality using 1.7 kg per square metre after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil | item1623 | 1 | sqm |
| 1624 | 1624 | Supplying and placing in position High Strength Deformed Steel bars reinforcemetn . (confirming to IS 1786 Grade Fe 500) for RCC works including transporting the steel straightening, cleaning, cutting, bending, binding to required shapes and lenghts as per drawing including the cost of binding wire 18 SWG as needed. Steel shall be from main producers such as SAIL,RINL & TISCO. Rates shall include the cost of protective coating of truncated inhibitedcement slurry. | item1624 | 1 | Kg |
| 1625 | 1625 | Providing and fixing T iron Frames for Doors, Window and Ventileters of mild steel Tee section, joints mitred and welded, including fixing of necessary butt hinges and screws and applying in prime coat of approved steel primer.\nFixing with 15 x 3 mm lugs 10 cm long embedded in cement concrete block 15 x 10 x 10 cm of C.C. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | item1625 | 1 | Kg |
| 1626 | 1626 | Providing and fixing ISI marked flush door shutters confirming to IS 2202 (Part -I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters | item1626 | ||
| 1627 | 1627 | Providing and fixing IS : 12817 marked stainless steel butt hinges withstainless steel screws etc. complete : | item1627 | ||
| 1628 | 1628 | a) 25x64x1.90 mm | item1628 | 1 | Each |
| 1629 | 1629 | b) 100X58X1.90 mm | item1629 | 1 | Each |
| 1630 | 1630 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths inter - locked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade no.2 and M.S. top cover of required thickness for rolling shutters. 80 x 1.20 mm M.S. laths with 1.2 mm thick top cover. | item1630 | 1 | Sqm. |
| 1631 | 1631 | a) Providing & fixing ball bearing for rolling shutters. | item1631 | 1 | Each |
| 1632 | 1632 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. | item1632 | 1 | Kg. |
| 1633 | 1633 | Providing and fixing circular/ hexagonal cast iron or MS sheet box for ceiling fan clamp of internal dia140m., 73mm height, bottom and top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron/ box by means of 3.3mm dia.round headed screws, one lock at the corners. Clamp shall be made of 12mm dia.M.S. bar bent to shape as per standard drawing. | item1633 | 1 | Each |
| 1634 | 1634 | Providing and fixing hand rail by welding etc.to steel ladder railing,balcony railing & staircase railing including applying apriming coatof approved steel primer GI Pipes 40 mm nominal bore (class B). | item1634 | 1 | Kg. |
| 1635 | 1635 | 12mm cement plaster of mix 1:6 (1cement : 6 coarse sand). | item1635 | 1 | Sqm. |
| 1636 | 1636 | 15mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1cement : 6 coarse sand). | item1636 | 1 | Sqm. |
| 1637 | 1637 | 6mm cement plaster to ceilling of mix 1:3(1cement: 3 fine sand). | item1637 | 1 | Sqm. |
| 1638 | 1638 | 12 mm cement plaster finished with a floating coat of neat cement of mix : \n1:4 (1 cement: 4 fine sand) | item1638 | 1 | sqm |
| 1639 | 1639 | Providing and fixing 10 mm thick acid and or/ alkali resistance tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and /or alkali resisting cement as per IS: 4457, complete as per the direction of enfgineer-in-charge. | item1639 | ||
| 1640 | 1640 | a) In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement:4 coarse sand) - Acid and alkali resistant tile | item1640 | 1 | sqm |
| 1641 | 1641 | b) in dado/skirting on 12 mm thick mortar1:4 (1 acid proof cement: 4 coarse sand) - Acid and alkali resistant tile | item1641 | 1 | sqm |
| 1642 | 1642 | Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement motar 1:4 (1 cement : 4 coarse sand) - 25 mm thick. | item1642 | 1 | sqm |
| 1643 | 1643 | Kota stone slab 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement motar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | item1643 | 1 | sqm |
| 1644 | 1644 | Providing and fixing 1st quality wall ceramic glazed wall tiles conforming to IS:15622 of minimum thickness 5 mm of approved make like NITCO, ORIENT, SOMANY KAJARIA, or equivalent make in all colours, shades except begundy, bottle green , black of any size as approved by Enginner -in-charge in skirting, risers of steps and dados over 12 mm thick bed of Cement Mortar 1:3 (1 Cement :3 Coarse sand) and jointing with grey cement slurry @3.3kg per sqm including pointing in white cement mixed with pigment of matching shades complete. | item1644 | 1 | Sqm. |
| 1645 | 1645 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality confirming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. | item1645 | 1 | Sqm. |
| 1646 | 1646 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate, 20 mm nominal size) in and top layer 12 mm thick cement haedener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This include cost of cement slurry. | item1646 | 1 | Sqm. |
| 1647 | 1647 | Cement Plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement of 18 mm thick. | item1647 | 1 | Sqm. |
| 1648 | 1648 | Providing and laying Vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with absorption less than 0.08% and confirming to IS:15622, of approved make, in all colours and shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete ; size of tile 600x600 mm | item1648 | 1 | Sqm. |
| 1649 | 1649 | Painting with synthetic enamel paint of approved brand and manufacture of required color to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | item1649 | 1 | Sqm. |
| 1650 | 1650 | Distempering with oil bound washable distemper of approved brand(Asian,Nerolack) and manufacture to give an even shade new work (two or more coats) over and including priming coat with cement primer. | item1650 | 1 | Sqm. |
| 1651 | 1651 | Making plinth protection 50 mm thick of cement concrete 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. | item1651 | 1 | sqm |
| 1652 | 1652 | Finishing walls with water proofing cement paint \"Snowcem - Plus\" of M/s Asian, Berger Ltd. or equivalent of required shade:New work (Two or more coats applied @ 3.84 Kg/10 Sqm.) | item1652 | 1 | Sqm. |
| 1653 | 1653 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatement of roofs, balconies, terraces etc consisting of following operation: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compund conforming to IS: 2645 and approved by Engineer-in-charge. b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand ) admixed with water proofing compund conforming to IS: 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of junctions of walls and slabs. | item1653 | ||
| 1654 | 1654 | c) After two days of proper curing applying a second coat of cement slurry using 2.7kg/sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge.d) finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 admix with water proofing compound conforming to IS:2645 and approved by Engineer incharge.e)the whole terrace so finished shall be flooded with water for minimum period of 2 weeks for curring and final test. All above operations to be done in order and as directed and specified by the Engineer-in-charge. | item1654 | 1 | Cum |
| 1655 | 1655 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (External work) | item1655 | ||
| 1656 | 1656 | a) 20 mm dia. nominal bore. | item1656 | 1 | Mtr. |
| 1657 | 1657 | b) 25mm dia. nominal bore. | item1657 | 1 | Mtr. |
| 1658 | 1658 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: 25 to 40mm nominal bore. | item1658 | 1 | Each |
| 1659 | 1659 | Providing and Fixing brass stop cock of approved quality. 15mm nominal bore. | item1659 | 1 | Each |
| 1660 | 1660 | Providing and Fixing C.P.Brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690gms. | item1660 | ||
| 1661 | 1661 | a) 15mm nominal bore. | item1661 | 1 | Each |
| 1662 | 1662 | Providing and Fixing C.P.Brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. | item1662 | ||
| 1663 | 1663 | a) \15mm nominal bore | item1663 | 1 | Each |
| 1664 | 1664 | Providing and Fixing G.I. Pipes complete with GI.Fittings and clamps, including cutting and making good the walls etc. (internal work). | item1664 | ||
| 1665 | 1665 | a) 15mm dia. Nominal bore. | item1665 | 1 | Mtr. |
| 1666 | 1666 | b) 25mm dia nominal bore. | item1666 | 1 | Mtr. |
| 1667 | 1667 | Providing and Fixing gun metal gate value with CI wheel of approved quality (screwed end) 25mm Nominal bore. | item1667 | 1 | Each |
| 1668 | 1668 | Providing and fixing water closet squatting pan (Indian type W.C. Pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, Parryware /Hindware / Seabird / Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. White Vitreous chinaOrissa pattern W.C. pan of size 580 x 440mm with integral type foot rests. | item1668 | 1 | Each |
| 1669 | 1669 | Providing and Fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less than 105gms (Prayag or equivalent) | item1669 | 1 | Each |
| 1670 | 1670 | Providing and Fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 88gms (Prayag or equivalent) | item1670 | 1 | Each |
| 1671 | 1671 | Providing and Fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP Brass screws with concealed fitting arrangement of approved quality colour and make (Prayag or equivalent) 450mm long towel rail with total length of 495mm, 78mm wide and effective hight of 88mm, weighin not less than 170gms. | item1671 | 1 | Each |
| 1672 | 1672 | Providing and Fixing PTMT shelf 440mm long, 124mm width and 36mm height of approved quality, colour and make, weighing not less than 300gms (Prayag or equivalent) | item1672 | 1 | Each |
| 1673 | 1673 | Constructing masonary Chamber 60 x 60 x 75cm inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I.surface box 100mm, Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4mix (1cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1cement: 5 fine sand : 10 graded stone aggregaten 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. -With F.P.S. bricks. | item1673 | 1 | Each |
| 1674 | 1674 | Constructing masonry chamber 90x90x100 cm, inside with 75 class designation brick work in cement morter 1:4 (1 cement:4 fine sand) for sluice valve, with C.I. surface box 100mm. Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) neccessary excavation foundation concrete 1:5:10(1 cement:5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. With F.P.S bricks. | item1674 | 1 | Each |
| 1675 | 1675 | Providing and fixing wash basin with C.I./M.S brackets, 15mm C.P brass pillar taps,Kingston / Gem / Techno / Parko, 32mm C.P brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: Flat back wash basin size 550 x 400mm with single 15mm C.P. brass pillar tap. | item1675 | 1 | Each |
| 1676 | 1676 | Providing and fixing 600 x 450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete. | item1676 | 1 | Each |
| 1677 | 1677 | Providing and fixing soil, waste and vent pipes : 100mm dia. sand cast iron S & S pipe. | item1677 | 1 | Mtr. |
| 1678 | 1678 | Providing and Fixing PVC waste pipe for sink or wash basin including PVC waste fittings complete. Flexible pipe,40mm dia. | item1678 | 1 | Each |
| 1679 | 1679 | Providing and fixing 100mm sand cast Iron grating for gully trap. | item1679 | 1 | Each |
| 1680 | 1680 | Providing & fixing 100mm S.C.I. trap with 100mm inlet and 100mm outlet. | item1680 | 1 | Each |
| 1681 | 1681 | Providing and fixing on wall face unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. (1) Single socketed pipes. 110mm diameter. | item1681 | 1 | Mtr. |
| 1682 | 1682 | Providing and fixing on wall face unplasticised - P.V.C. moulded fittings / accessories for unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving10mm gap for thermal expansion. | item1682 | ||
| 1683 | 1683 | a) Bend 87.5 degree,110mm bend | item1683 | 1 | Each |
| 1684 | 1684 | b) Shoe (plain), 110mm shoe | item1684 | 1 | Each |
| 1685 | 1685 | Providing and fixing M.S.holder bat clamps of approved design to C.I. or S.C.I. Rain water pipes embeded in and including cement concrete blocks 10 x 10 x 10cm of 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the walls etc. 100mm diameter. | item1685 | 1 | Each |
| 1686 | 1686 | Providing and placing on tarrace (at all floor levels) polyethylene water storage tank IS:12701 marked indicating the BIS license No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank (Sintex, Electroplast, Star, Lotus or equivalent having valid ISI License). | item1686 | 1 | Ltr. |
| 1687 | 1687 | Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 ( 1 cement : 1 fine sand ) including testing of joints etc. complete – 150 mm dia. | item1687 | 1 | each |
| 1688 | 1688 | Providing and Fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete: | item1688 | ||
| 1689 | 1689 | a) 300x10mm | item1689 | 1 | Each |
| 1690 | 1690 | b) 250x10 mm | item1690 | 1 | Each |
| 1691 | 1691 | Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required color or shade with necessary screws etc. Complete 125mm. | item1691 | 1 | Each |
| 1692 | 1692 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:\n250 x 16 mm | item1692 | 1 | Each |
| 1693 | 1693 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side/top/centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc.complete of standard rolled sections, joints mitred and welded and sash bars tenoned and riveted with 15 x 3mm lugs, 10cm long, embedded in cement concrete blocks 15 x 10 x 10cm 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 or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and apriming coat of approved steel primer excluding the coast of metal beading and other fittings except necessary hinges of pivots complete as per approved design.(sectional weight of only steel members shall be measured for payment). | item1693 | 1 | kg |
| 1694 | 1694 | Providing, laying and jointing glazed SW pipes grade A with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc.complete. 150 mm diameter. | item1694 | 1 | Mtr. |
| 1695 | 1695 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete | item1695 | 1 | Kg |
| 1696 | 1696 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | item1696 | 1 | Kg |
| 1697 | 1697 | 9.118 Providing and fixing to existing door frames. | item1697 | ||
| 1698 | 1698 | 24 mm thick factory made PVC door shutters made of styles and rails of a\nuPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm)\nwith inbuilt edging on both sides. The styles and rails mitred and joint at the\ncorners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having\nwall thickness 1.0 mm and stainless steel screws. The styles of the shutter\nreinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1\nmm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section\nof size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter\nstyles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled\nwith a uPVC multi-chambered single panel of size not less than 620 mm, having\nover all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels\nrod and fastened with nuts and washers, complete as per\nmanufacturer's specification and direction of Engineer-in-charge. (For W.C.\nand bathroom door shutter). | item1698 | 1 | sqm |
| 1699 | 1699 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle\niron and 3 mm M.S. gusset plates at the junctions and corners, all necessary\nfittings complete, including applying a priming coat of approved steel primer.\n10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces | item1699 | 1 | sqm |
| 1700 | 1700 | Using flats 30x6mm for diagonal braces and central cross piece | item1700 | 1 | sqm |
| 1701 | 1701 | Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced\nGypsum) false ceiling tiles of Size 595x595 mm of approved texture, design\nand patterns having moisture content less than 2%, humidity resistance of\n99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476\n(part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal\nlevel suspended on inter-locking metal T-Grid of hot dipped galvanised iron\nsection of 0.33mm thick (galvanized @ 120 grams per sqm including both\nsides) comprising of main-T runners of size 15x32 mm of length 3000 mm,\ncross - T of size 15x32 mm of length 1200 mm and secondary intermediate\ncross-T of size 15x32 mm of length 600mm to form grid module of size 600 x\n600 mm, suspended from ceiling using galvanised mild steel items (galvanizing\n@ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners,\n6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level\nadjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size\n24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with\nthe help of plastic rawl plugs at 450 mm center to center and 40 mm long dry\nwall wood screws. The work shall be carried out as per specifications, drawing\nand as per directions of the Engineer-in-Charge.\n26.26.1 With semi perforated 12 mm thick micro tegular edged GRG false ceiling tiles. | item1701 | 1 | sqm |
| 1702 | 1702 | For shutters of doors, windows & ventilators including providing and fixing\nhinges/ pivots and making provision for fixing of fittings wherever required\nincluding the cost of EPDM rubber / neoprene gasket required (Fittings shall\nbe paid for separately | item1702 | ||
| 1703 | 1703 | a) Anodised aluminium (anodised transparent or dyed to required shade according\nto IS: 1868, Minimum anodic coating of grade AC 15) | item1703 | ||
| 1704 | 1704 | b) window | item1704 | 1 | kilogram |
| 1705 | 1705 | Providing and fixing glazing in aluminium door, window, ventilator shutters\nand partitions etc. with EPDM rubber / neoprene gasket etc. complete as per\nthe architectural drawings and the directions of engineer-in-charge . (Cost of\naluminium snap beading shall be paid in basic item): | item1705 | ||
| 1706 | 1706 | a) With float glass panes of 4.0 mm thickness | item1706 | 1 | sqm |
| 1707 | 1707 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and\nclerestory windows using wire gauge with average width of aperture 1.4 mm in\nboth directions with wire of dia 0.63 mm all complete | item1707 | ||
| 1708 | 1708 | a) With 12 mm mild steel U beading | item1708 | 1 | sqm |
| 1709 | 1709 | Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | item1709 | 1 | cum |
| 1710 | 1710 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Foundations, footings, bases of columns, etc. for mass concrete : | item1710 | 1 | sqm |
| 1711 | 1711 | a) Lintels, beams, plinth beams, girders, bressumers and\n cantilevers | item1711 | 1 | sqm |
| 1712 | 1712 | b) Suspended floors, roofs, landings, balconies and access\n platform | item1712 | 1 | sqm |
| 1713 | 1713 | c) Columns, Pillars, Piers, Abutments, Posts and Struts | item1713 | 1 | sqm |
| 1714 | 1714 | pvc pipe for electrical work 25mm dia | item1714 | 1 | rm |
| 1715 | 1715 | Schedule- D (Supply and Execution Goomty) D(iv)--b- Manani | item1715 | ||
| 1716 | 1716 | Foundation | item1716 | ||
| 1717 | 1717 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 3 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 3 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | item1717 | 1 | Cum. |
| 1718 | 1718 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. In layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. | item1718 | 1 | Cum. |
| 1719 | 1719 | Providing and laying in position cement concrete of specified grade excludingbthe cost of centering and shuttering - All work up to plinth level : | item1719 | ||
| 1720 | 1720 | a) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | item1720 | 1 | Cum |
| 1721 | 1721 | b) 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | item1721 | 1 | Cum |
| 1722 | 1722 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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.“(Note :-Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). | item1722 | ||
| 1723 | 1723 | a) All works upto Plinth Level | item1723 | 1 | Cum. |
| 1724 | 1724 | b) All works above plinth level upto floor V level | item1724 | 1 | Cum. |
| 1725 | 1725 | Supplying and filling in plinth with sand under floors including,watering,ramming, consolidating and dressing complete. | item1725 | 1 | Cum. |
| 1726 | 1726 | Brick work with F.P.S bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 (1Cement : 6 coarse sand) | item1726 | 1 | Cum. |
| 1727 | 1727 | Brick work with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 (1 Cement : 6 coarse sand) | item1727 | 1 | Cum. |
| 1728 | 1728 | Half brick masonary with F.P.S bricks of class designation 7.5 in foundations and plinth in cement mortar 1:4 (1 cement:4 coarse sand) | item1728 | 1 | Sqm |
| 1729 | 1729 | Half brick masonary with F.P.S bricks of class designation 7.5 in superstructure above plinth level up to floor V level in cement mortar 1:4 (1 cement:4 coarse sand) | item1729 | 1 | Sqm. |
| 1730 | 1730 | Brick work with bricks of class designation 7.5 in foundation and plinth in Cement mortar:1:4 (1 cement: 4 coarse sand ), | item1730 | 1 | Cum. |
| 1731 | 1731 | b) Extra for brickwork in superstructure above plinth level upto floor V level. - CM : 1:4 (1 cement: 4 coarse sand) | item1731 | 1 | Cum. |
| 1732 | 1732 | Applying a coat of residual petroleum bitumen (of grade of VG-10) of penetration 80/100 of approved quality using 1.7 kg per square metre after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil | item1732 | 1 | sqm |
| 1733 | 1733 | Supplying and placing in position High Strength Deformed Steel bars reinforcemetn . (confirming to IS 1786 Grade Fe 500) for RCC works including transporting the steel straightening, cleaning, cutting, bending, binding to required shapes and lenghts as per drawing including the cost of binding wire 18 SWG as needed. Steel shall be from main producers such as SAIL,RINL & TISCO. Rates shall include the cost of protective coating of truncated inhibitedcement slurry. | item1733 | 1 | Kg |
| 1734 | 1734 | Providing and fixing T iron Frames for Doors, Window and Ventileters of mild steel Tee section, joints mitred and welded, including fixing of necessary butt hinges and screws and applying in prime coat of approved steel primer.\nFixing with 15 x 3 mm lugs 10 cm long embedded in cement concrete block 15 x 10 x 10 cm of C.C. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | item1734 | 1 | Kg |
| 1735 | 1735 | Providing and fixing ISI marked flush door shutters confirming to IS 2202 (Part -I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters | item1735 | ||
| 1736 | 1736 | Providing and fixing IS : 12817 marked stainless steel butt hinges withstainless steel screws etc. complete : | item1736 | ||
| 1737 | 1737 | a) 25x64x1.90 mm | item1737 | 1 | Each |
| 1738 | 1738 | b) 100X58X1.90 mm | item1738 | 1 | Each |
| 1739 | 1739 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths inter - locked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade no.2 and M.S. top cover of required thickness for rolling shutters. 80 x 1.20 mm M.S. laths with 1.2 mm thick top cover. | item1739 | 1 | Sqm. |
| 1740 | 1740 | a) Providing & fixing ball bearing for rolling shutters. | item1740 | 1 | Each |
| 1741 | 1741 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. | item1741 | 1 | Kg. |
| 1742 | 1742 | Providing and fixing circular/ hexagonal cast iron or MS sheet box for ceiling fan clamp of internal dia140m., 73mm height, bottom and top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron/ box by means of 3.3mm dia.round headed screws, one lock at the corners. Clamp shall be made of 12mm dia.M.S. bar bent to shape as per standard drawing. | item1742 | 1 | Each |
| 1743 | 1743 | Providing and fixing hand rail by welding etc.to steel ladder railing,balcony railing & staircase railing including applying apriming coatof approved steel primer GI Pipes 40 mm nominal bore (class B). | item1743 | 1 | Kg. |
| 1744 | 1744 | 12mm cement plaster of mix 1:6 (1cement : 6 coarse sand). | item1744 | 1 | Sqm. |
| 1745 | 1745 | 15mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1cement : 6 coarse sand). | item1745 | 1 | Sqm. |
| 1746 | 1746 | 6mm cement plaster to ceilling of mix 1:3(1cement: 3 fine sand). | item1746 | 1 | Sqm. |
| 1747 | 1747 | 12 mm cement plaster finished with a floating coat of neat cement of mix : \n1:4 (1 cement: 4 fine sand) | item1747 | 1 | sqm |
| 1748 | 1748 | Providing and fixing 10 mm thick acid and or/ alkali resistance tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and /or alkali resisting cement as per IS: 4457, complete as per the direction of enfgineer-in-charge. | item1748 | ||
| 1749 | 1749 | a) In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement:4 coarse sand) - Acid and alkali resistant tile | item1749 | 1 | sqm |
| 1750 | 1750 | b) in dado/skirting on 12 mm thick mortar1:4 (1 acid proof cement: 4 coarse sand) - Acid and alkali resistant tile | item1750 | 1 | sqm |
| 1751 | 1751 | Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement motar 1:4 (1 cement : 4 coarse sand) - 25 mm thick. | item1751 | 1 | sqm |
| 1752 | 1752 | Kota stone slab 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement motar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | item1752 | 1 | sqm |
| 1753 | 1753 | Providing and fixing 1st quality wall ceramic glazed wall tiles conforming to IS:15622 of minimum thickness 5 mm of approved make like NITCO, ORIENT, SOMANY KAJARIA, or equivalent make in all colours, shades except begundy, bottle green , black of any size as approved by Enginner -in-charge in skirting, risers of steps and dados over 12 mm thick bed of Cement Mortar 1:3 (1 Cement :3 Coarse sand) and jointing with grey cement slurry @3.3kg per sqm including pointing in white cement mixed with pigment of matching shades complete. | item1753 | 1 | Sqm. |
| 1754 | 1754 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality confirming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. | item1754 | 1 | Sqm. |
| 1755 | 1755 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate, 20 mm nominal size) in and top layer 12 mm thick cement haedener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This include cost of cement slurry. | item1755 | 1 | Sqm. |
| 1756 | 1756 | Cement Plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement of 18 mm thick. | item1756 | 1 | Sqm. |
| 1757 | 1757 | Providing and laying Vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with absorption less than 0.08% and confirming to IS:15622, of approved make, in all colours and shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete ; size of tile 600x600 mm | item1757 | 1 | Sqm. |
| 1758 | 1758 | Painting with synthetic enamel paint of approved brand and manufacture of required color to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | item1758 | 1 | Sqm. |
| 1759 | 1759 | Distempering with oil bound washable distemper of approved brand(Asian,Nerolack) and manufacture to give an even shade new work (two or more coats) over and including priming coat with cement primer. | item1759 | 1 | Sqm. |
| 1760 | 1760 | Making plinth protection 50 mm thick of cement concrete 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. | item1760 | 1 | sqm |
| 1761 | 1761 | Finishing walls with water proofing cement paint \"Snowcem - Plus\" of M/s Asian, Berger Ltd. or equivalent of required shade:New work (Two or more coats applied @ 3.84 Kg/10 Sqm.) | item1761 | 1 | Sqm. |
| 1762 | 1762 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatement of roofs, balconies, terraces etc consisting of following operation: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compund conforming to IS: 2645 and approved by Engineer-in-charge. b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand ) admixed with water proofing compund conforming to IS: 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of junctions of walls and slabs. | item1762 | ||
| 1763 | 1763 | c) After two days of proper curing applying a second coat of cement slurry using 2.7kg/sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge.d) finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 admix with water proofing compound conforming to IS:2645 and approved by Engineer incharge.e)the whole terrace so finished shall be flooded with water for minimum period of 2 weeks for curring and final test. All above operations to be done in order and as directed and specified by the Engineer-in-charge. | item1763 | 1 | Cum |
| 1764 | 1764 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (External work) | item1764 | ||
| 1765 | 1765 | a) 20 mm dia. nominal bore. | item1765 | 1 | Mtr. |
| 1766 | 1766 | b) 25mm dia. nominal bore. | item1766 | 1 | Mtr. |
| 1767 | 1767 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: 25 to 40mm nominal bore. | item1767 | 1 | Each |
| 1768 | 1768 | Providing and Fixing brass stop cock of approved quality. 15mm nominal bore. | item1768 | 1 | Each |
| 1769 | 1769 | Providing and Fixing C.P.Brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690gms. | item1769 | ||
| 1770 | 1770 | a) 15mm nominal bore. | item1770 | 1 | Each |
| 1771 | 1771 | Providing and Fixing C.P.Brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. | item1771 | ||
| 1772 | 1772 | a) \15mm nominal bore | item1772 | 1 | Each |
| 1773 | 1773 | Providing and Fixing G.I. Pipes complete with GI.Fittings and clamps, including cutting and making good the walls etc. (internal work). | item1773 | ||
| 1774 | 1774 | a) 15mm dia. Nominal bore. | item1774 | 1 | Mtr. |
| 1775 | 1775 | b) 25mm dia nominal bore. | item1775 | 1 | Mtr. |
| 1776 | 1776 | Providing and Fixing gun metal gate value with CI wheel of approved quality (screwed end) 25mm Nominal bore. | item1776 | 1 | Each |
| 1777 | 1777 | Providing and fixing water closet squatting pan (Indian type W.C. Pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, Parryware /Hindware / Seabird / Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. White Vitreous chinaOrissa pattern W.C. pan of size 580 x 440mm with integral type foot rests. | item1777 | 1 | Each |
| 1778 | 1778 | Providing and Fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less than 105gms (Prayag or equivalent) | item1778 | 1 | Each |
| 1779 | 1779 | Providing and Fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 88gms (Prayag or equivalent) | item1779 | 1 | Each |
| 1780 | 1780 | Providing and Fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP Brass screws with concealed fitting arrangement of approved quality colour and make (Prayag or equivalent) 450mm long towel rail with total length of 495mm, 78mm wide and effective hight of 88mm, weighin not less than 170gms. | item1780 | 1 | Each |
| 1781 | 1781 | Providing and Fixing PTMT shelf 440mm long, 124mm width and 36mm height of approved quality, colour and make, weighing not less than 300gms (Prayag or equivalent) | item1781 | 1 | Each |
| 1782 | 1782 | Constructing masonary Chamber 60 x 60 x 75cm inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I.surface box 100mm, Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4mix (1cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1cement: 5 fine sand : 10 graded stone aggregaten 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. -With F.P.S. bricks. | item1782 | 1 | Each |
| 1783 | 1783 | Constructing masonry chamber 90x90x100 cm, inside with 75 class designation brick work in cement morter 1:4 (1 cement:4 fine sand) for sluice valve, with C.I. surface box 100mm. Top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) neccessary excavation foundation concrete 1:5:10(1 cement:5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. With F.P.S bricks. | item1783 | 1 | Each |
| 1784 | 1784 | Providing and fixing wash basin with C.I./M.S brackets, 15mm C.P brass pillar taps,Kingston / Gem / Techno / Parko, 32mm C.P brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: Flat back wash basin size 550 x 400mm with single 15mm C.P. brass pillar tap. | item1784 | 1 | Each |
| 1785 | 1785 | Providing and fixing 600 x 450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete. | item1785 | 1 | Each |
| 1786 | 1786 | Providing and fixing soil, waste and vent pipes : 100mm dia. sand cast iron S & S pipe. | item1786 | 1 | Mtr. |
| 1787 | 1787 | Providing and Fixing PVC waste pipe for sink or wash basin including PVC waste fittings complete. Flexible pipe,40mm dia. | item1787 | 1 | Each |
| 1788 | 1788 | Providing and fixing 100mm sand cast Iron grating for gully trap. | item1788 | 1 | Each |
| 1789 | 1789 | Providing & fixing 100mm S.C.I. trap with 100mm inlet and 100mm outlet. | item1789 | 1 | Each |
| 1790 | 1790 | Providing and fixing on wall face unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. (1) Single socketed pipes. 110mm diameter. | item1790 | 1 | Mtr. |
| 1791 | 1791 | Providing and fixing on wall face unplasticised - P.V.C. moulded fittings / accessories for unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving10mm gap for thermal expansion. | item1791 | ||
| 1792 | 1792 | a) Bend 87.5 degree,110mm bend | item1792 | 1 | Each |
| 1793 | 1793 | b) Shoe (plain), 110mm shoe | item1793 | 1 | Each |
| 1794 | 1794 | Providing and fixing M.S.holder bat clamps of approved design to C.I. or S.C.I. Rain water pipes embeded in and including cement concrete blocks 10 x 10 x 10cm of 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the walls etc. 100mm diameter. | item1794 | 1 | Each |
| 1795 | 1795 | Providing and placing on tarrace (at all floor levels) polyethylene water storage tank IS:12701 marked indicating the BIS license No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank (Sintex, Electroplast, Star, Lotus or equivalent having valid ISI License). | item1795 | 1 | Ltr. |
| 1796 | 1796 | Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 ( 1 cement : 1 fine sand ) including testing of joints etc. complete – 150 mm dia. | item1796 | 1 | each |
| 1797 | 1797 | Providing and Fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete: | item1797 | ||
| 1798 | 1798 | a) 300x10mm | item1798 | 1 | Each |
| 1799 | 1799 | b) 250x10 mm | item1799 | 1 | Each |
| 1800 | 1800 | Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required color or shade with necessary screws etc. Complete 125mm. | item1800 | 1 | Each |
| 1801 | 1801 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:\n250 x 16 mm | item1801 | 1 | Each |
| 1802 | 1802 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side/top/centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc.complete of standard rolled sections, joints mitred and welded and sash bars tenoned and riveted with 15 x 3mm lugs, 10cm long, embedded in cement concrete blocks 15 x 10 x 10cm 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 or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and apriming coat of approved steel primer excluding the coast of metal beading and other fittings except necessary hinges of pivots complete as per approved design.(sectional weight of only steel members shall be measured for payment). | item1802 | 1 | kg |
| 1803 | 1803 | Providing, laying and jointing glazed SW pipes grade A with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc.complete. 150 mm diameter. | item1803 | 1 | Mtr. |
| 1804 | 1804 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete | item1804 | 1 | Kg |
| 1805 | 1805 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | item1805 | 1 | Kg |
| 1806 | 1806 | 9.118 Providing and fixing to existing door frames. | item1806 | ||
| 1807 | 1807 | 24 mm thick factory made PVC door shutters made of styles and rails of a\nuPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm)\nwith inbuilt edging on both sides. The styles and rails mitred and joint at the\ncorners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having\nwall thickness 1.0 mm and stainless steel screws. The styles of the shutter\nreinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1\nmm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section\nof size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter\nstyles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled\nwith a uPVC multi-chambered single panel of size not less than 620 mm, having\nover all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels\nrod and fastened with nuts and washers, complete as per\nmanufacturer's specification and direction of Engineer-in-charge. (For W.C.\nand bathroom door shutter). | item1807 | 1 | sqm |
| 1808 | 1808 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle\niron and 3 mm M.S. gusset plates at the junctions and corners, all necessary\nfittings complete, including applying a priming coat of approved steel primer.\n10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces | item1808 | 1 | sqm |
| 1809 | 1809 | Using flats 30x6mm for diagonal braces and central cross piece | item1809 | 1 | sqm |
| 1810 | 1810 | Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced\nGypsum) false ceiling tiles of Size 595x595 mm of approved texture, design\nand patterns having moisture content less than 2%, humidity resistance of\n99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476\n(part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal\nlevel suspended on inter-locking metal T-Grid of hot dipped galvanised iron\nsection of 0.33mm thick (galvanized @ 120 grams per sqm including both\nsides) comprising of main-T runners of size 15x32 mm of length 3000 mm,\ncross - T of size 15x32 mm of length 1200 mm and secondary intermediate\ncross-T of size 15x32 mm of length 600mm to form grid module of size 600 x\n600 mm, suspended from ceiling using galvanised mild steel items (galvanizing\n@ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners,\n6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level\nadjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size\n24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with\nthe help of plastic rawl plugs at 450 mm center to center and 40 mm long dry\nwall wood screws. The work shall be carried out as per specifications, drawing\nand as per directions of the Engineer-in-Charge.\n26.26.1 With semi perforated 12 mm thick micro tegular edged GRG false ceiling tiles. | item1810 | 1 | sqm |
| 1811 | 1811 | For shutters of doors, windows & ventilators including providing and fixing\nhinges/ pivots and making provision for fixing of fittings wherever required\nincluding the cost of EPDM rubber / neoprene gasket required (Fittings shall\nbe paid for separately | item1811 | ||
| 1812 | 1812 | a) Anodised aluminium (anodised transparent or dyed to required shade according\nto IS: 1868, Minimum anodic coating of grade AC 15) | item1812 | ||
| 1813 | 1813 | b) window | item1813 | 1 | kilogram |
| 1814 | 1814 | Providing and fixing glazing in aluminium door, window, ventilator shutters\nand partitions etc. with EPDM rubber / neoprene gasket etc. complete as per\nthe architectural drawings and the directions of engineer-in-charge . (Cost of\naluminium snap beading shall be paid in basic item): | item1814 | ||
| 1815 | 1815 | a) With float glass panes of 4.0 mm thickness | item1815 | 1 | sqm |
| 1816 | 1816 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and\nclerestory windows using wire gauge with average width of aperture 1.4 mm in\nboth directions with wire of dia 0.63 mm all complete | item1816 | ||
| 1817 | 1817 | a) With 12 mm mild steel U beading | item1817 | 1 | sqm |
| 1818 | 1818 | Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | item1818 | 1 | cum |
| 1819 | 1819 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Foundations, footings, bases of columns, etc. for mass concrete : | item1819 | 1 | sqm |
| 1820 | 1820 | a) Lintels, beams, plinth beams, girders, bressumers and\n cantilevers | item1820 | 1 | sqm |
| 1821 | 1821 | b) Suspended floors, roofs, landings, balconies and access\n platform | item1821 | 1 | sqm |
| 1822 | 1822 | c) Columns, Pillars, Piers, Abutments, Posts and Struts | item1822 | 1 | sqm |
| 1823 | 1823 | pvc pipe for electrical work 25mm dia | item1823 | 1 | rm |
| 1824 | 1824 | Schedule- E (Supply and Execution TW) E(i)- Hind | item1824 | ||
| 1825 | 1825 | Earth work in cutting (Classified) in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, machine and materials and removing & leading all cut spoils either to make spoil dumps beyond 10m from cutting edge or for filling in embankment with all leads within the section limit, lifts, ascent, descent, loading, unloading, all taxes/royalty, clearance of site and all incidental charges, bailing & pumping out water if required etc., complete as per directions of the Engineer-in-charge. The work is to be executed as per Latest/updated edition of \"Guidelines for Earthwork in Railway Projects \"issued by RDSO,Lucknow. Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Special conditions of contract.\n Note:- (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped/stacked.\n(ii) All hard rock/and boulders not fit for filling will be stacked by the contractor and will be property of the Railways. | item1825 | ||
| 1826 | 1826 | a) In all conditions and classifications of soil except rock. | item1826 | 1 | Cum |
| 1827 | 1827 | b) Soft rock not requiring blasting in all Conditions | item1827 | 1 | Cum |
| 1828 | 1828 | Earthwork in filling with owner surplus earth in formation and Approaches of Bridges as per RDSO Guidelines for Earthwork in Railway Projects GE: G-1. The item shall include all lead, ascends, descends, crossing of track or any other obstruction, handling, rehandling, leading, loading, unloading, spreading in layers, dressing as per specification including compaction by mechanical means as per RDSO specifications. | item1828 | 1 | Cum |
| 1829 | 1829 | a) Extra for mechanical compaction of earth/blanketing material filled in embankment with contractor's rollers of suitable capacity, type and size to achieve specified density as per specification, testing as per IS codes incl. cost of water, T&P consumable material and all labour as a complete job. The work is to be executed as per Latest edition of \"Guidelines for Earthwork in Railway Projects\" issued by RDSO,Lucknow. | item1829 | 1 | Cum |
| 1830 | 1830 | Supply including transporting loading unloading,handling and stacking in position 60kg 90 UTS (13M) prime quality Rails 9cLASS A) as per IRS T-12/2009 and as per latest correction slip issued by Railway board. | item1830 | 1 | MT |
| 1831 | 1831 | Felling trees of girth (measured at a height of 1m above ground level) including lead and stacking of material within 100m. Note : 1. When stumps are grubbed up in addition, the rates shall be doubled for trees cut and grubbed. 2. Payment for grubbing shall only be made where specially ordered. 3. Grubbing shall be ordered only where it is essential to remove the stumps, including the roots, as per specification. 4. Grubbing shall include removal of roots of trees and saplings to a depth of 60 cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower. | item1831 | ||
| 1832 | 1832 | a) Girth over 30 cm and upto 60 cm | item1832 | 1 | Eacb |
| 1833 | 1833 | b) Girth over 60 cm and upto 1.5m | item1833 | 1 | Eacb |
| 1834 | 1834 | c) Girth over 1.5m upto 3 m | item1834 | 1 | Eacb |
| 1835 | 1835 | d) Girth over 3 m | item1835 | 1 | Eacb |
| 1836 | 1836 | Providing and fixing at or near ground level, Precast M 20 grade cement concrete as per approved design and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), including the cost of required centering and shuttering complete but excluding the cost of cement.(cast at site) | item1836 | 1 | Cum |
| 1837 | 1837 | Providing and laying in position M 20 Grade concrete for reinforced concrete structural elements but excluding cost of centering, shuttering, reinforcement and Admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge | item1837 | ||
| 1838 | 1838 | a) All work upto plinth level, including raft foundation of washable aprons, HS tank, pile cap, footings of FOB, and Platform shelter etc. | item1838 | 1 | Cum |
| 1839 | 1839 | b) All work in buildings above plinth level upto floor two level. | item1839 | 1 | Cum |
| 1840 | 1840 | Providing, hoisting and fixing in position upto floor two level M20 Grade precast RCC work including setting in cement plaster 1:3 (1Cement:3 Coarse ) and finishing smooth with 6mm thick Cement plaster 1:3 (1Cement :3 Fine sand) on exposed surfaces complete including cost of centering, shuttering, finishing, admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability, excluding cost of cement and steel reinforcement, as per approved plan & direction of Engineer incharge. | item1840 | ||
| 1841 | 1841 | a) In slab for drain covers, manhole covers, flue tops etc. | item1841 | 1 | Cum |
| 1842 | 1842 | b) In blocks of complicated design such as C blocks of cabins, Platform walls etc. | item1842 | 1 | Cum |
| 1843 | 1843 | Providing & fixing Precast Chequered tiles conforming to IS:13801:1993, manufactured under mechanical vibration & hydraulic pressing machine in double layer; top layer of 10 to 12 mm thickness of Dolomite Powder, graded chips, fibre and UV stabilised iron oxide Lanexess colour and bottom layer of 1:3 CC mixed with galvanised steel fibre of approved quality, jointed with neat cement slurry mixed with pigment to match shade of tiles including rubbing and cleaning etc. complete on 20mm thick bed of cement mortar 1:4 of sizes : | item1843 | ||
| 1844 | 1844 | a) 300mm x 300mm x 30mm thick | item1844 | 1 | Sqm |
| 1845 | 1845 | Supplying and spreading blanketing material conforming to RDSO specifications on top of formation. The item shall include cost of blanketing material, its handling, transportation to site, crossing of tracks or any other obstructions, spreading & dressing to required slope with all leads and lifts etc. complete. The item shall also include compaction by mechanical means to achieve a relative density of layers determined as per IS:2720 (Part-XIV) in layers including carrying out field tests at prescribed intervals. | item1845 | 1 | Cum |
| 1846 | 1846 | Turfing of surface area of newly constructed formation slopes with green sods 50 mm thick as approved by the Engineer-in-charge.The item includes supply of sods,its transportation,leading, lifting and watering. Safeguarding of the same until properly rooted through the formation soil. | item1846 | 1 | Sqm |
| 1847 | 1847 | Providing and removing barricading with the help of portable fencing along the running track where the work is to be done in close vicinity of the track. Fencing shall consist of self supporting steel angles of size 50 x50x6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23x0.23x0.23M placed at c/c distance of 2.0 M along the track. 12 mm dia rods in three horizontal layers tack welded with the angle posts including providing green colour cloth & Retro-reflective tapes in Horizontal & vertical direction. Note : Released material will be the property of the contractor after the completion of work. Cost of cement to be paid separately. | item1847 | 1 | Mtr |
| 1848 | 1848 | Supply and stacking of Mono block 60 kg prestressed concrete sleepers. The item includes loading, transportation, unloading and stacking at Site as per direction of Engineer - in - Charge . | item1848 | ||
| 1849 | 1849 | a) As per RDSO Drg. No. T-2496 | item1849 | 1 | Each |
| 1850 | 1850 | b) As per RDSO Drg. No. T-4148 for Level Crossings. | item1850 | 1 | Each |
| 1851 | 1851 | c) As per RDSO Drg. No. T-4170, 4173 for Curve Sleeper. | item1851 | 1 | Each |
| 1852 | 1852 | d) As per RDSO Drg. No. T-4865, for 1 in 8.5 turn out including approach & exit sleepers (67 sleepers per set) | item1852 | 1 | Per set |
| 1853 | 1853 | e) As per RDSO Drg. No. T-6068 for derailing switch including approach & exit sleepers (31 sleepers per set),RT-4793 to RT-4806,RT-6770 to RT-6775 for RH,RT-6776 to 6781 for LH. | item1853 | 1 | Per set |
| 1854 | 1854 | f) PSC sleeper for Guard Rails on aaproach of Br. Drg. No. T-4089 to T-4097 (containing 11 sleepers per set | item1854 | 1 | Per set |
| 1855 | 1855 | Supply and stacking of fish plate 1.0 m (for 60 kg rails) (T-5916). With its bolts & nuts (T-1899) of size 25 mm x140 mm. | item1855 | 1 | Pair |
| 1856 | 1856 | Supply of C.M.S crossing as per RDSO Drg.No.4967/1(for 60 kg rails) for 1 in 8.5 turnouts. | item1856 | 1 | Each |
| 1857 | 1857 | Supplying and stacking of machine crushed Track Ballast conforming to RDSO Specification of Track Ballast. Stacking of ballast to be done at site as per direction of Engineer in Charge including all types of transportation up to the site, including all leads, lifts, crossing of tracks and any other obstructions. The item includes leveling of the stacking space properly. No deduction will be made on stack measurement for shrinkage. | item1857 | 1 | Cum |
| 1858 | 1858 | Fabrication & Supply from owner's Rails glued joints as per RDSO Drg. no T-5843 complete with all fitting and fastening . The rate include cost of all material and labour except the cost of rails. Owner's Rails to the extent required shall be issued at Employer's store. The rate includes cost of transportation of Owner's rails from the stacks of rails available at Employer's store to the works for fabrication/manufacture of glued joints. and after getting manufactured / fabricated by approved manufacturers / fabricators transporting back to site of work for linking by the contractor. | item1858 | 1 | Each |
| 1859 | 1859 | Supply of 1 in 12 points and crossings of 60 kg rails to RDSO Drg.No T- 4218, 4219 & 4220 complete with all parts as listed in the above drawings such as , fish plates, fish bolts, bearing plates, rail screws, leading and following stretcher bars, brackets, lugs with all fittings complete as per latest IRS specification Including supply of Henry William type self reversing spring hand lever box and connecting rods, bolts & nuts for fixing with PSC sleepers and all other fittings etc.complete but excluding supply of PSC sleepers and Lead rails. | item1859 | 1 | Each |
| 1860 | 1860 | a) For 1 in 12 turnout to RDSO drg No.T 4218 ( 1 set contains 96 no of sleepers) | item1860 | 1 | Set |
| 1861 | 1861 | Extra over item no 8 (above), for supply of Thick web switch to RDSO drg No. 6155 in place of curved switch to RDSO drg No. T-4219. | item1861 | 1 | Set |
| 1862 | 1862 | Fabrication and supply of switch Assembly and check rails at site as specified | item1862 | 1 | Per set |
| 1863 | 1863 | Laying and linking of turnout as specified above. | item1863 | 1 | Per set |
| 1864 | 1864 | Assembling and laying of 60 Kg/ 52 kg 1 in 12 points and crossings on all types of sleepers duly one initial through packing upto the required level complete as per drawing and to the satisfaction of engineer at site complete in all respects with point lever box fixed in position as required and ready for operation. Rate includes loading, leading all the materials from his stores to the site of work, unloading and handling all the material with all leads and lifts. | item1864 | 1 | Each |
| 1865 | 1865 | Through packing of 1 in 12 turnout on any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, super elevation etc. on both straight and curve track laid with contractor's tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge. | item1865 | ||
| 1866 | 1866 | a) First through conventional packing | item1866 | 1 | Per Set |
| 1867 | 1867 | b) Second through conventional packing. Payment of this item will be released after rolling of engine. | item1867 | 1 | Per Set |
| 1868 | 1868 | c) 3rd through packing (Under specific orders of Engineer-in-charge) | item1868 | 1 | Per Set |
| 1869 | 1869 | Linking of track with 60 kg rails on PSC sleepers with approx. 1660 sleepers per km laid to prescribed spacings complete with all standard relevant fittings duly secured track being laid to specified gauge and alingment with one initial through packing, maintaining correct level of both rails and providing necessary superelevation on curves. Transportation of Rails from stores to place of work shall be paid extra as per relevent item of the schedule. However the rate includes loading, leading of all other materials from his stores to the site of work, unloading and handling etc with all leads and lifts. Payment for cutting of rails, drilling of holes/welding will be paid separately. | item1869 | 1 | Track Metre |
| 1870 | 1870 | Linking of track with 52 kg rails on PSC sleepers with approx. 1540 sleepers per km laid to prescribed spacings complete with all standard relevant fittings duly secured track being laid to specified gauge and alingment with one initial through packing, maintaining correct level of both rails and providing necessary superelevation on curves. Transportation of Rails from stores to place of work shall be paid extra as per relevent item of the schedule. However the rate includes loading, leading of all other materials from his stores to the site of work, unloading and handling etc with all leads and lifts. Payment for cutting of rails, drilling of holes/welding will be paid separately. | item1870 | 1 | Track Metre |
| 1871 | 1871 | Through packing of PSC sleepers with track ballast to maintain correct alignment, cross and longitudinal level as required for maintaining track gauge, versine, super elevation etc. on both straight and curve track with contractors tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge. Through packing of trap/derailing switch is included in this item without any extra payment for the same.Track Ballast required for thye work shall be providedby RITES/UPRVUNL free of cost at Harduaganj TPP store. The track ballast required sshall be transported by contractor's own transporting arrangemenr from the stacks of track ballast available at UPRVUNL, Harduaganj TPP store. The item includes all transportations. | item1871 | ||
| 1872 | 1872 | a) First through conventional packing | item1872 | 1 | Track Metre |
| 1873 | 1873 | b) Second through conventional packing. Payment of this item will be released after rolling of engine. | item1873 | 1 | Track Metre |
| 1874 | 1874 | Assembling and laying of 60 Kg/ 52 kg 1 in 12 points and crossings on all types of sleepers duly one initial through packing upto the required level complete as per drawing and to the satisfaction of engineer at site complete in all respects with point lever box fixed in position as required and ready for operation. Rate includes loading, leading all the materials from his stores to the site of work, unloading and handling all the material with all leads and lifts. | item1874 | 1 | Per Set |
| 1875 | 1875 | Handling, lifting, loading, unloading, leading and spreading stacked track ballast in two layers including light rolling of bed to a uniform level by using 5 to 10 Ton light rollers (minimum two passes) for preparation of ballast bed of required thickness for giving ballast cushion of 300mm. The ballast shall be lead from existing stacks to the proposed alignment of the track and spread there to make ballast bed for the track including subsequent making up of ballast cushion after linking, packing of track as required to make proper ballast profile on straight or on curves including ballast in shoulders and cribs as a complete job. Quantity of ballast as used in track shall be paid for as per measurement of Stacked Ballast. | item1875 | 1 | Cum |
| 1876 | 1876 | Welding of rail joints of IRS T-12 60kg rail with Short Pre Heat, Thermit Welding (SKV) process/Flash Butt process with mobile unit can also can be done as per relevant specification at same rate on the cess or insitu including USFD test of all welded joints and painting as specified in IRS specification of fusion welding of rail by AT process to IRS T-19/1994 and Manual for fusion welding of rails by AT process, 2006. The ITEM includes USFD testing of all joints as per specifications.\nNotes: Contractor may also do Flash Butt welding of Joints using mobile flash butt welding plant as per Railway Standard relevent manual. Nothing extra shall be payable on this account. | item1876 | 1 | Each |
| 1877 | 1877 | a) Extra for transverse breaking load test of Thermit welded joints as per clause 4 of IRS specification T-19 including all labour and material complete. The contractor has to arrange the testing of joints from the approved laboratory/test house. After testing test pieces of rails to be returned back to Employers store. | item1877 | 1 | Each |
| 1878 | 1878 | Fabrication, erection and fixing of dead ends with owner's rails as per drawing. The item includes drilling of holes in rails, providing stopper Rails, including transporting and fixing of rail pieces across the track at specified height and all other fixtures as per approved plan, including painting, all lead, lift, transportation, etc. complete as per direction of Engineer in charge. New/Second hand Rails required for the work shall be provided by Employers store. The item includes all transportation of rails. | item1878 | 1 | Each |
| 1879 | 1879 | Painting of rail surface complete except the rail table with protective paint one coat of red oxide as primer to specification IS-2074 followed by two coats of bituminous emulsion to specification IRS-P-30-1996 as per IRPWM Para 250. The item includes removing and cleaning the rail from dust and rust before applying paint. The rate also includes supply of paint, consumables and tools etc. \n | item1879 | 1 | RM |
| 1880 | 1880 | Supply of derailing switch 1 in 8-1/2, 60 kg rails loose heel type as per RDSO Drg.No T- 6068 with switch gauge tie plate, tongue and stock rails, all bolts and nuts, washers, plate screws, rail screws, stretcher bars, lugs, brackets, pull rod etc. complete as listed in drawing including supply of Henry William type self reversing spring hand lever box and connecting rods, bolts & nuts for fixing with PSC sleepers and all other fittings etc. complete but excluding supply of PSC sleepers. | item1880 | 1 | Set |
| 1881 | 1881 | Fabrication and fixing Guard rails made out of specified rail section on bridges complete. The quoted rate includes cost of handling and leading of rails required for fabrication of guard rails from the project area to tlhe maufactures workshop and finished materials from the manufacturers workshop to the site of work including supply of all requisite fittings (excluding rails screws, fish plates & fish bolts) with contractor's labours and materials, all leads, lifts, ascends, descends, crossing of tracks, flaring fof rails ends, painting with black paint etc., complete as per latest drawing and as per specifications. (The rails required for manufacture of guard rails will be issued by the employer free of cost in the project area). Each side guard rail will be measured separately for payment. | item1881 | 1 | per running metre of rail |
| 1882 | 1882 | Fabrication and fixing check rails made out of specified rail section on level crossings. The quoted rate includes cost of handling and leading of rails required for fabrication of check rails from the project area to the maufactures workshop and finished materials from the manufacturers workshop to the site of work with contractor's labours and materials, all leads, lifts, ascends, descends, crossing of tracks, flaring fof rails ends, etc., complete as per latest drawing and as per specifications. (The rails required for manufacture of check rails will be issued by the employer free of cost in the project area). Each side check rail will be measured separately for payment. Rate excludes supply of brackets, fish plates & fish bolts. | item1882 | 1 | per running metre of rail |
| 1883 | 1883 | Insertion of glued joints (60 Kg/52kg) of approx 6.5 m length in running lines with/without block with contractors tools, plants, labour, including respacing of sleepers if required. Payment for cutting of rails, drilling of holes/welding will be paid separately. | item1883 | 1 | Each |
| 1884 | 1884 | Assembling & laying of SEJ (60 Kg/52 kg) with or with out block with all oprations like insertion of sleepers, fittings, chairs etc . complete. | item1884 | 1 | Each |
| 1885 | 1885 | Through packing of Derailing switch on any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, super elevation etc. on both straight and curve track laid with contractor's tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge. | item1885 | ||
| 1886 | 1886 | a) 1st through packing | item1886 | 1 | set |
| 1887 | 1887 | b) 2nd through packing | item1887 | 1 | set |
| 1888 | 1888 | c) 3rd through packing (Under specific orders of Engineer-in-charge) | item1888 | 1 | set |
| 1889 | 1889 | Drilling of holes in 60/52 kg rails of 32 mm.dia or as per specification including chamfering with contractor's own tools and labour etc. | item1889 | 1 | Each |
| 1890 | 1890 | Cutting of rails of 60 kg/52kg with contractor's Abrasive Disc Cutter complete including men, material, fuel etc true to square. | item1890 | 1 | Each |
| 1891 | 1891 | Greasing gauge face of rails with contractor's approved quality graphite grease as per IS 480 Gr \"0\" with all contractor's labour, tools & plants, all leads and other incidental charges etc complete. | item1891 | 1 | per track metre |
| 1892 | 1892 | Providing and fixing fencing at level crossing approaches as per the approved design and drawing made of MS flats 50x6 MM complete along with posts made of ISA 100x100x10 MM @ 3m centre to centre including casting of foundation in 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 MM nominal size) cement concrete blocks of size 400x400x600 MM and other incidental works as per direction of Engineer. Payment for earthwork and concreting shall be paid extra separately. | item1892 | 1 | Quintal |
| 1893 | 1893 | Slewing of B.G. track comprising 60 KG, 52 KG, 90 R rails on all types of sleepers to any density under traffic block upto a lateral slew of 150 MM or part thereof including removing and relocating existing ballast, packing with bars or off track tampers to achieve alignment, longitudinal levels and cross levels for running trains at a minimum speed of 20 KMPH on restoring traffic after the block and dressing up to correct profile. | item1893 | 1 | Track metre |
| 1894 | 1894 | Dismantling of existing points and crossing on 60Kg/ 52 kg/90 R rails with sleepers of any type and fittings/fastenings complete in all respects and stacking dismantled material as directed by Engineer in charge including all leads lifts, ascending, descending, or any other obstruction crossing of tracks etc as a complete job under running traffic conditions. All dismantled P-way material are to be sorted and handed over to Dismantling of existing points and crossing 60kg/ 52 kg/90 R rails with sleepers of any type and fittings/fastenings complete in all respects and stacking dismantled material as directed by Engineer in charge including all leads lifts, ascending, descending, or any other obstruction crossing of tracks etc as a complete job under running traffic conditions. All dismantled P-way material are to be sorted and handed over to Employer's store at NTPC ,Tanda TPP authorities as per direction of engineer in charge, reclaimed ballast after screening shall be stack at site as per direction of engineer in charge.\nThe points and crossings have to be dismantled and track restored to traffic within specified period of traffic blocks, if required. \nThe contractor has to transport, stack and handover the dismantled materials duly segregated to Employer's store at NTPC ,Tanda TPP at his own cost. authorities as per direction of engineer in charge, reclaimed ballast after screening shall be stack at site as per direction of engineer in charge.\nThe points and crossings have to be dismantled and track restored to traffic within specified period of traffic blocks, if required. \nThe contractor has to transport, stack and handover the dismantled materials duly segregated to Employer's store at NTPC ,Tanda TPP at his own cost. | item1894 | 1 | Set |
| 1895 | 1895 | Fabricating, supplying, painting, lettering and fixing in position the following items : | item1895 | ||
| 1896 | 1896 | a) Fouling marks as per drawings made of RCC M-15 | item1896 | 1 | Each |
| 1897 | 1897 | b) Km. Posts made of RCC (M-15) as per drawing. | item1897 | 1 | Each |
| 1898 | 1898 | Fixing of latticed steel portal Height Guages in both road approaches of road under bridges to prevent striking of ODC vehicles fron hitting the OHE duly fixed in position with holding down bolts on concrete foundation with contractor's steel conforming to IS:2062 -1999 including fabrication ,assembly .erction ,riveting/welding,bolting ,initial coats of zinc chromate priming conforming to relevant IS specification and three subsequent coats of paint approved quality and shade after erection on all surface complete.Rate includes the cost of road traffic regulation and all safety measures required for the job (As per RDSO Drg.No RDSO/M-001) | item1898 | 1 | MT |
| 1899 | 1899 | Fabrication from owners rails and fixing in position 52 kg ,90 UTS,T-12 CHECK RAIL on laidtrack at level crossing on both sides rails including all leads,lifts,cutting of rails and flanges for linking on PSC sleepers to RDSO Drg.No 4148A including drilling & chamfering of holes including painting with coal tar,supplying & fixing all fittings as per RDSO drg including MS brackets,MS bolts & nuts,spring washers/packing plates ,distance blocks etc.for check rails,complete as per RDSO drg.no.T-4783 complete.(payment shall be made on the basis of the running track metre measured from end to end of check rail along the centre line of track as seen in the plan).Fabrication of 52 kg check rail should conform to RDSO drg no.T-4215.Second hand rails for check rail shall be provided by store.The rails are required to be transported by contractor's own transporting arrange ment from yhe stacks of rails available at store to the site of works for fabrication/manufacture of check rails etc and after getting manufactured/fabricated by approved by approved manufactured/fabricators the same will be transported to site of works for linking by the contractor.The item includes all transportation. | item1899 | 1 | Track Metre |
| 1900 | 1900 | Dismantling of existing height gauge on one side of track including excavation of earth, dismantling of concrete and erecting the same at new location as directed by engineer and including necessary modifications, tools, plants, labour, materials etc. Concreting and excavation shall be paid separately under relevant item of schedule. | item1900 | 1 | Each |
| 1901 | 1901 | Provision of Buffer stop of 60 kg, 52 kg, 90 R rail section as per plan including paintng with all contractor's materials, luminous paint etc as directed by the engineer. | item1901 | 1 | Each |
| 1902 | 1902 | Dismantling existing Track laid with 60 Kg/52 Kg / 90R rail including SEJ and Glued joints with all types of sleepers, having any sleeper density with fittings and fastenings including dismantling of rails, sleepers, fittings, cutting of bolts & nuts by gas cutter if necessary, classification of material to be released by paint marks, making joint inventory with site Engineer before dismantling, leading to the nearest station or manned level crossing or road loading point as directed by the engineer and stacking materials in different stacks as per classification . Cutting of rails, if required, shall be done by Abrasive disc cutter / rail cutting machine (Gas cutting is not allowed) and will be paid for separately. | item1902 | 1 | Track metre |
| 1903 | 1903 | Dismantling of existing 1 in 8.5 Turn-out/Sym. split of 60 kg / 52Kg / 90R raii with Steel/ Wooden/ PSC sleepers with fittings and fastenings including dismantling of rails, sleepers, fittings, cutting of bolts & nuts by gas cutter if necessary, classification of material to be released by paint marks, making joint inventory with site Engineer before dismantling, leading to the nearest station or manned level crossing or road loading point as directed by the engineer, stacking materials in different stacks as per classification. Cutting of rails, if required, shall be done by Abrasive disc cutter / rail cutting machine (Gas cutting is not allowed) and will be paid for separately.\nTurnout shall be considered from stock rail joint (Sleeper No.1) as marked on turnout drawing up to the last through sleeper of the turnout coverinq both tracks of the turnout.\n | item1903 | 1 | Set |
| 1904 | 1904 | Dismantling of existing 1 in 12 Tum-out/Sym. split of 60 kg / 52Kg / 90R rail with Steel/ Wooden/ PSC sleepers with fittings and fastenings including dismantling of rails, sleepers, fittings, cutting of bolts & nuts by gas cutter if necessary, classification of material to be released by paint marks, making joint inventory with site Engineer before dismantling, leading to the nearest station or manned level crossing or road loading point as directed by the engineer, stacking materials in different stacks as per classification.Cutting of rails, if required, shall be done by Abrasive disc cutter / rail cutting machine (Gas cutting is not allowed) and will be paid for separately. Turnout shall be considered from stock rail joint (Sleeper No.1) as marked on turnout drawing up to the last through sleeper of the turnout covering both tracks of the turnout. | item1904 | 1 | Set |
| 1905 | 1905 | Supply and fixing of fouling marks 1500 mm length, 250 mm wide & 125 mm thick with top edges rounded off made up of Precast Cement Concrete M 15 grade with 20 mm graded stone aggregate as per approved drawing, including white washing & painting letters with all labour, materials, mechanical mixing, vibrating tools and plants and all leads and lifts as a complete job. | item1905 | 1 | Each |
| 1906 | 1906 | Manufacturing, fabricating, supply and fixing in position of steel boards e.g. W/L boards, STOP boards, Caution boards for L-Xing with stand or any other similar type of boards as per drawing and specification mention in IRPWM with contractor's all materials such as steel sheets (5mm thick), M.S. angles (65 x 65 x 10mm), electrodes, etc. including earth work in excavation & grouting complete in all respect. The rate should be inclusive of painting with two coats of priming coat of approved quality, lettering including supply of contractor's paint with all lead, lift, ascent, descent, etc. | item1906 | 1 | Each |
| 1907 | 1907 | Dismantling the existing gate posts with lifting barrier, whistle boards, road sign boards and refixing of gate posts, lifting barrier, whistle boards, road sign boards at new location along the proposed alignment of track at manned level crossings (including painting of barriers & boards as required). Note: Concreting required for refixing shall be paid under relevant items of schedule. (Engineering gates only) On one side of track only. | item1907 | 1 | Level Xing |
| 1908 | 1908 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within50 metres lead as per direction of Engineer - in- charge. | item1908 | 1 | cum |
| 1909 | 1909 | Demolishing brick work manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge | item1909 | ||
| 1910 | 1910 | a) From brick work in cement mortar | item1910 | 1 | cum |
| 1911 | 1911 | Removing mortar from bricks and cleaning bricks including stackingwithin a lead of 50 m (stacks of cleaned bricks shall be measured): | item1911 | 1 | 1000 Nos |
| 1912 | 1912 | Dismantling doors, windows and clerestory windows (steel or wood)shutter including chowkhats, architrave, holdfasts etc. complete andstacking within 50 metres lead : | item1912 | ||
| 1913 | 1913 | a) Of area 3 sq. metres and below | item1913 | 1 | Each |
| 1914 | 1914 | b) Of area beyond 3 sq. metres | item1914 | 1 | Each |
| 1915 | 1915 | c) Extra for cutting reinforcement bars manually/ by mechanical meansin R.C.C. or R.B. work (Payment shall be made on the crosssectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge | item1915 | 1 | sqm |
| 1916 | 1916 | Painting of particulars of turnouts and derailing switches including turn in curves on the inside web of outer rail with stencils of specified height in black enamel paint on surface of specified length painted with two coats of yellow enamel paint over a primer coat painted after cleaning the surface free from dust. | item1916 | 1 | Turn out |
| 1917 | 1917 | Supplying and fixing hard wood wooden distant blocks of size 250 x 125 mm & 855 mm in length between one side of rail of track and platform wall at 30 m interval along the length of platform with contractor's material, labour, tools and equipment etc. complete as directed by engineer. | item1917 | 1 | Each |
| 1918 | 1918 | Collection and removal of P.Way materials viz. PSC sleepers, rails etc from the proposed alignment, loading into contractor's vehicles, leading to the nearest crossing station as directed, unloading and stacking in a neat and countable manner as directed by engineer . Note: Weight of PSC sleepers will be taken as 275 kg and rails, p.way fittings etc. as 95% of standard weight. | item1918 | 1 | MT |
| 1919 | 1919 | Supply of normal Fish plate 52 Kg as per RDSO Drg No. T-090(M) with bolts as per RDSO Drg. No. 11501 (One set includes 2 fishplates and four bolts) | item1919 | 1 | Set |
| 1920 | 1920 | Supply of one metre long Fish plate for 52 Kg rails as per RDSO Drg No. T- 5915 with bolt as per drg no. T-11501 (One set include 2 fishplates and six bolts) | item1920 | 1 | Set |
| 1921 | 1921 | Supply of 60 kg Joggled fishplate to RDSO Drg No.T-4016 with clamps to RDSO Drg No.T- 4017 & 4017/1 including one bolt to RDSO Drg No. T-11524 (one set comprises of two fishplates and 4 clamps of each type and four bolts and 8 no. special washers) | item1921 | 1 | Set |
| 1922 | 1922 | Supply of Combination Fish plate 60/ 52 Kg as per RDSO Drg No. T-696, T- 697, T-698, T- 699 with bolt as per RDSO Drg. (One set includes 4 fishplates(one of each type) and eight bolts : T-1899-2 nos, T-700-4 nos & T-11501-2 nos) | item1922 | 1 | Set |
| 1923 | 1923 | Supply of Elastic Rail Clips Mark - III, as per Drg No RDSO/ -3701 | item1923 | 1 | Each |
| 1924 | 1924 | Supply of Elastic Rail Clips (\"J-Clips\") for fish plated rail joints to RDSO Drawing No. T-4158 | item1924 | 1 | Each |
| 1925 | 1925 | End cut GFN liner - 60 kg Manufacture and supply of end cut 60 kg Glass filled nylon 66 insulating liner confirming to RDSO drg. No. T-3706 with latest alteration and as per IRS specifcation T-44-1995 with latest alteration. Note: End cut is to be done for glued joint as per RDSO drawing no. T-4511 with latest alteration complete. | item1925 | 1 | Each |
| 1926 | 1926 | Supply of GFN liners suitable for 52 kg rail on 60 kg PSC sleepers as per RDSO Drg No / T-3707(GS) and T-3708 (NGS), (one set comprises of one liner of each type.) | item1926 | 1 | Set |
| 1927 | 1927 | Supply of GFN liners suitable for 60 kg rail on 60 kg PSC sleepers as per Drg No RDSO/ T-3706 | item1927 | 1 | Each |
| 1928 | 1928 | End cut combination GFN liner Manufacture and supply of end cut combination GFN liner 60/52 kg confirming to RDSO drg. No. T-3707a & 3708a with latest alteration and as per IRS specifcation T-44-1995 with latest alteration. | item1928 | 1 | Set |
| 1929 | 1929 | Supply of rail screws to RDSO drg no. T-1035/10675 | item1929 | 1 | Each |
| 1930 | 1930 | Supply of screw clamps for fish plates as per RDSO drg no. T-5856 | item1930 | 1 | Each |
| 1931 | 1931 | Supply of 52kg Glued Joints G 3 (L) type with 10 mm thick end post, 6.5 m long as per latest RDSO drg & specifications. | item1931 | 1 | Each |
| 1932 | 1932 | Supply of 60kg Glued Joints G 3 (L) type with 10 mm thick end post, 6.5 m long as per latest RDSO drg & specifications. | item1932 | 1 | Each |
| 1933 | 1933 | Supply of cast iron brackets for fixing at check rail along with bolts & nuts, packing plates, spring washers etc. conforming to latest IRS specification and RDSO drg. 60 0kg running rail+52kg check rail | item1933 | 1 | Set |
| 1934 | 1934 | Supply of Improved Switch expansion Joints for 60 kg track with all fastenings and fixtures (excluding liners, ERC, fish plates, fish bolts and nuts) including angle iron for fixing on PSC sleepers and painting to RDSO drg no -T-6922. | item1934 | 1 | Set |
| 1935 | 1935 | Supply of Grooved rubber sole plate suitable for 52/60 kg rail on 60 kg PSC sleepers as per drg No RDSO/ T-3711 | item1935 | 1 | Each |
| 1936 | 1936 | Supply of cast iron brackets for fixing at check rail along with bolts & nuts, packing plates, spring washers etc. conforming to latest IRS specification and RDSO drg. 60 0kg running rail+52kg check rail | item1936 | 1 | Set |
| 1937 | 1937 | Supply of derailing switch 1 in 8-1/2, 60 kg rails loose heel type as per RDSO Drg.No T- 6068 with switch gauge tie plate, tongue and stock rails, all bolts and nuts, washers, plate screws, rail screws, stretcher bars, lugs, brackets, pull rod etc. complete as listed in drawing including supply of Henry William type self reversing spring hand lever box and connecting rods, bolts & nuts for fixing with PSC sleepers and all other fittings etc. complete but excluding supply of PSC sleepers. | item1937 | 1 | Each |
| 1938 | 1938 | Providing and laying Pitching with stone boulders weighing not less than 35 kg each with the voids filled with cement sand mortar 1:4 on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (Filter media to be paid separately under the relevant item) | item1938 | 1 | cum |
| 1939 | 1939 | Providing, cutting, fabricating, treating, fixing & painting structural steel conforming to IS:2062 in access ladders, inspection platforms, Trolley refugee, railing, etc, joints welded to neat finish including one coat of primer & two coats of synthetic enamel paints | item1939 | 1 | MT |
| 1940 | 1940 | Precast RCC standard posts (for barbed wire fencing ) 1.8 m long | item1940 | 1 | Each |
| 1941 | 1941 | Providing 1.2m high fencing with 1.8m R.C.C. Post placed every 3m apart, embedded in cement concrete blocks, every 15th post (or nearer if there is abrupt change of ground slope), last but one end post and corner post shall be strutted on both sides and end post one side only, and struts embedded in cement concrete blocks, provided with 5 horizontal lines and two diagonals of G.I. barbed wire 9.38kg per 100metres (min) between the two posts fitted and fixed with G.I. staples on turn buckles or G.I. binding wire tied to 6mm bar nibs fixed while casting the post (cost of posts, struts and concrete to be paid for separately) | item1941 | 1 | metre |
| 1942 | 1942 | Supply and using cement at worksite: | item1942 | ||
| 1943 | 1943 | a) OPC 43 grade | item1943 | 1 | Tonne |
| 1944 | 1944 | b) OPC 53 grade | item1944 | 1 | Tonne |
| 1945 | 1945 | c) PPC | item1945 | 1 | Tonne |
| 1946 | 1946 | Schedule- E (Supply and Execution TW) E(ii)- Thana Bhawan | item1946 | ||
| 1947 | 1947 | Earth work in cutting (Classified) in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, machine and materials and removing & leading all cut spoils either to make spoil dumps beyond 10m from cutting edge or for filling in embankment with all leads within the section limit, lifts, ascent, descent, loading, unloading, all taxes/royalty, clearance of site and all incidental charges, bailing & pumping out water if required etc., complete as per directions of the Engineer-in-charge. The work is to be executed as per Latest/updated edition of \"Guidelines for Earthwork in Railway Projects \"issued by RDSO,Lucknow. Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Special conditions of contract.\n Note:- (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped/stacked.\n(ii) All hard rock/and boulders not fit for filling will be stacked by the contractor and will be property of the Railways. | item1947 | ||
| 1948 | 1948 | a) In all conditions and classifications of soil except rock. | item1948 | 1 | Cum |
| 1949 | 1949 | b) Soft rock not requiring blasting in all Conditions | item1949 | 1 | Cum |
| 1950 | 1950 | Earthwork in filling with owner surplus earth in formation and Approaches of Bridges as per RDSO Guidelines for Earthwork in Railway Projects GE: G-1. The item shall include all lead, ascends, descends, crossing of track or any other obstruction, handling, rehandling, leading, loading, unloading, spreading in layers, dressing as per specification including compaction by mechanical means as per RDSO specifications. | item1950 | 1 | Cum |
| 1951 | 1951 | a) Extra for mechanical compaction of earth/blanketing material filled in embankment with contractor's rollers of suitable capacity, type and size to achieve specified density as per specification, testing as per IS codes incl. cost of water, T&P consumable material and all labour as a complete job. The work is to be executed as per Latest edition of \"Guidelines for Earthwork in Railway Projects\" issued by RDSO,Lucknow. | item1951 | 1 | Cum |
| 1952 | 1952 | Supply including transporting loading unloading,handling and stacking in position 60kg 90 UTS (13M) prime quality Rails 9cLASS A) as per IRS T-12/2009 and as per latest correction slip issued by Railway board. | item1952 | 1 | MT |
| 1953 | 1953 | Providing and fixing at or near ground level, Precast M 20 grade cement concrete as per approved design and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), including the cost of required centering and shuttering complete but excluding the cost of cement.(cast at site) | item1953 | 1 | Cum |
| 1954 | 1954 | Providing and laying in position M 20 Grade concrete for reinforced concrete structural elements but excluding cost of centering, shuttering, reinforcement and Admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge | item1954 | ||
| 1955 | 1955 | a) All work upto plinth level, including raft foundation of washable aprons, HS tank, pile cap, footings of FOB, and Platform shelter etc. | item1955 | 1 | Cum |
| 1956 | 1956 | b) All work in buildings above plinth level upto floor two level. | item1956 | 1 | Cum |
| 1957 | 1957 | Providing, hoisting and fixing in position upto floor two level M20 Grade precast RCC work including setting in cement plaster 1:3 (1Cement:3 Coarse ) and finishing smooth with 6mm thick Cement plaster 1:3 (1Cement :3 Fine sand) on exposed surfaces complete including cost of centering, shuttering, finishing, admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability, excluding cost of cement and steel reinforcement, as per approved plan & direction of Engineer incharge. | item1957 | ||
| 1958 | 1958 | a) In slab for drain covers, manhole covers, flue tops etc. | item1958 | 1 | Cum |
| 1959 | 1959 | b) In blocks of complicated design such as C blocks of cabins, Platform walls etc. | item1959 | 1 | Cum |
| 1960 | 1960 | Providing & fixing Precast Chequered tiles conforming to IS:13801:1993, manufactured under mechanical vibration & hydraulic pressing machine in double layer; top layer of 10 to 12 mm thickness of Dolomite Powder, graded chips, fibre and UV stabilised iron oxide Lanexess colour and bottom layer of 1:3 CC mixed with galvanised steel fibre of approved quality, jointed with neat cement slurry mixed with pigment to match shade of tiles including rubbing and cleaning etc. complete on 20mm thick bed of cement mortar 1:4 of sizes : | item1960 | ||
| 1961 | 1961 | a) 300mm x 300mm x 30mm thick | item1961 | 1 | Sqm |
| 1962 | 1962 | Supplying and spreading blanketing material conforming to RDSO specifications on top of formation. The item shall include cost of blanketing material, its handling, transportation to site, crossing of tracks or any other obstructions, spreading & dressing to required slope with all leads and lifts etc. complete. The item shall also include compaction by mechanical means to achieve a relative density of layers determined as per IS:2720 (Part-XIV) in layers including carrying out field tests at prescribed intervals. | item1962 | 1 | Cum |
| 1963 | 1963 | Turfing of surface area of newly constructed formation slopes with green sods 50 mm thick as approved by the Engineer-in-charge.The item includes supply of sods,its transportation,leading, lifting and watering. Safeguarding of the same until properly rooted through the formation soil. | item1963 | 1 | Sqm |
| 1964 | 1964 | Providing and removing barricading with the help of portable fencing along the running track where the work is to be done in close vicinity of the track. Fencing shall consist of self supporting steel angles of size 50 x50x6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23x0.23x0.23M placed at c/c distance of 2.0 M along the track. 12 mm dia rods in three horizontal layers tack welded with the angle posts including providing green colour cloth & Retro-reflective tapes in Horizontal & vertical direction. Note : Released material will be the property of the contractor after the completion of work. Cost of cement to be paid separately. | item1964 | 1 | Mtr |
| 1965 | 1965 | Supply and stacking of Mono block 60 kg prestressed concrete sleepers. The item includes loading, transportation, unloading and stacking at Site as per direction of Engineer - in - Charge . | item1965 | ||
| 1966 | 1966 | a) As per RDSO Drg. No. T-2496 | item1966 | 1 | Each |
| 1967 | 1967 | b) As per RDSO Drg. No. T-4148 for Level Crossings. | item1967 | 1 | Each |
| 1968 | 1968 | c) As per RDSO Drg. No. T-4170, 4173 for Curve Sleeper. | item1968 | 1 | Each |
| 1969 | 1969 | Supply and stacking of fish plate 1.0 m (for 60 kg rails) (T-5916). With its bolts & nuts (T-1899) of size 25 mm x140 mm. | item1969 | 1 | Pair |
| 1970 | 1970 | Supply of C.M.S crossing as per RDSO Drg.No.4967/1(for 60 kg rails) for 1 in 8.5 turnouts. | item1970 | 1 | Each |
| 1971 | 1971 | Supplying and stacking of machine crushed Track Ballast conforming to RDSO Specification of Track Ballast. Stacking of ballast to be done at site as per direction of Engineer in Charge including all types of transportation up to the site, including all leads, lifts, crossing of tracks and any other obstructions. The item includes leveling of the stacking space properly. No deduction will be made on stack measurement for shrinkage. | item1971 | 1 | Cum |
| 1972 | 1972 | Supply of 1 in 12 points and crossings of 60 kg rails to RDSO Drg.No T- 4218, 4219 & 4220 complete with all parts as listed in the above drawings such as , fish plates, fish bolts, bearing plates, rail screws, leading and following stretcher bars, brackets, lugs with all fittings complete as per latest IRS specification Including supply of Henry William type self reversing spring hand lever box and connecting rods, bolts & nuts for fixing with PSC sleepers and all other fittings etc.complete but excluding supply of PSC sleepers and Lead rails. | item1972 | 1 | Each |
| 1973 | 1973 | a) For 1 in 12 turnout to RDSO drg No.T 4218 ( 1 set contains 96 no of sleepers) | item1973 | 1 | Per set |
| 1974 | 1974 | b) Fabrication and supply of switch Assembly and check rails at site as specified | item1974 | 1 | Per set |
| 1975 | 1975 | c) Laying and linking of turnout as specified above. | item1975 | 1 | Per set |
| 1976 | 1976 | Assembling and laying of 60 Kg/ 52 kg 1 in 12 points and crossings on all types of sleepers duly one initial through packing upto the required level complete as per drawing and to the satisfaction of engineer at site complete in all respects with point lever box fixed in position as required and ready for operation. Rate includes loading, leading all the materials from his stores to the site of work, unloading and handling all the material with all leads and lifts. | item1976 | 1 | Per set |
| 1977 | 1977 | Through packing of 1 in 12 turnout on any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, super elevation etc. on both straight and curve track laid with contractor's tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge. | item1977 | ||
| 1978 | 1978 | a) First through conventional packing | item1978 | 1 | Per Set |
| 1979 | 1979 | b) Second through conventional packing. Payment of this item will be released after rolling of engine. | item1979 | 1 | Per Set |
| 1980 | 1980 | c) 3rd through packing (Under specific orders of Engineer-in-charge) | item1980 | 1 | Per Set |
| 1981 | 1981 | Linking of track with 60 kg rails on PSC sleepers with approx. 1660 sleepers per km laid to prescribed spacings complete with all standard relevant fittings duly secured track being laid to specified gauge and alingment with one initial through packing, maintaining correct level of both rails and providing necessary superelevation on curves. Transportation of Rails from stores to place of work shall be paid extra as per relevent item of the schedule. However the rate includes loading, leading of all other materials from his stores to the site of work, unloading and handling etc with all leads and lifts. Payment for cutting of rails, drilling of holes/welding will be paid separately. | item1981 | 1 | Track Metre |
| 1982 | 1982 | Through packing of PSC sleepers with track ballast to maintain correct alignment, cross and longitudinal level as required for maintaining track gauge, versine, super elevation etc. on both straight and curve track with contractors tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge. Through packing of trap/derailing switch is included in this item without any extra payment for the same.Track Ballast required for thye work shall be providedby RITES/UPRVUNL free of cost at Harduaganj TPP store. The track ballast required sshall be transported by contractor's own transporting arrangemenr from the stacks of track ballast available at UPRVUNL, Harduaganj TPP store. The item includes all transportations. | item1982 | ||
| 1983 | 1983 | a) First through conventional packing | item1983 | 1 | Track Metre |
| 1984 | 1984 | b) Second through conventional packing. Payment of this item will be released after rolling of engine. | item1984 | 1 | Track Metre |
| 1985 | 1985 | Fabricating,Supplying,assembling , Laying and linking on prepared formation/ballast bed 60 Kg BG 6400mm over riding derailing switch as per RDSO Drawing no. T-6068 with owner's Rails as per complete item with all fitting & fastening and initial packing . \nRails required for the work i.e. for fabrication of switch assembly shall b. The rails are required to be transported by contractor's own transporting arrangement from the stack of rails available at Employers store to the works for fabrication/manufacture of switches and after getting manufactured/ fabricated by approved manufacturer/ fabricator, the same will be transported to Employer store.The item includes all transportation. Cost of PSC sleepers shall be paid separately under relevant item. | item1985 | 1 | Per Set |
| 1986 | 1986 | Handling, lifting, loading, unloading, leading and spreading stacked track ballast in two layers including light rolling of bed to a uniform level by using 5 to 10 Ton light rollers (minimum two passes) for preparation of ballast bed of required thickness for giving ballast cushion of 300mm. The ballast shall be lead from existing stacks to the proposed alignment of the track and spread there to make ballast bed for the track including subsequent making up of ballast cushion after linking, packing of track as required to make proper ballast profile on straight or on curves including ballast in shoulders and cribs as a complete job. Quantity of ballast as used in track shall be paid for as per measurement of Stacked Ballast. | item1986 | 1 | Cum |
| 1987 | 1987 | Welding of rail joints of IRS T-12 60kg rail with Short Pre Heat, Thermit Welding (SKV) process/Flash Butt process with mobile unit can also can be done as per relevant specification at same rate on the cess or insitu including USFD test of all welded joints and painting as specified in IRS specification of fusion welding of rail by AT process to IRS T-19/1994 and Manual for fusion welding of rails by AT process, 2006. The ITEM includes USFD testing of all joints as per specifications.\nNotes: Contractor may also do Flash Butt welding of Joints using mobile flash butt welding plant as per Railway Standard relevent manual. Nothing extra shall be payable on this account. | item1987 | 1 | Each |
| 1988 | 1988 | a) Extra for transverse breaking load test of Thermit welded joints as per clause 4 of IRS specification T-19 including all labour and material complete. The contractor has to arrange the testing of joints from the approved laboratory/test house. After testing test pieces of rails to be returned back to Employers store. | item1988 | 1 | Each |
| 1989 | 1989 | Fabrication, erection and fixing of dead ends with owner's rails as per drawing. The item includes drilling of holes in rails, providing stopper Rails, including transporting and fixing of rail pieces across the track at specified height and all other fixtures as per approved plan, including painting, all lead, lift, transportation, etc. complete as per direction of Engineer in charge. New/Second hand Rails required for the work shall be provided by Employers store. The item includes all transportation of rails. | item1989 | 1 | Each |
| 1990 | 1990 | Painting of rail surface complete except the rail table with protective paint one coat of red oxide as primer to specification IS-2074 followed by two coats of bituminous emulsion to specification IRS-P-30-1996 as per IRPWM Para 250. The item includes removing and cleaning the rail from dust and rust before applying paint. The rate also includes supply of paint, consumables and tools etc. \n | item1990 | 1 | RM |
| 1991 | 1991 | Supply of derailing switch 1 in 8-1/2, 60 kg rails loose heel type as per RDSO Drg.No T- 6068 with switch gauge tie plate, tongue and stock rails, all bolts and nuts, washers, plate screws, rail screws, stretcher bars, lugs, brackets, pull rod etc. complete as listed in drawing including supply of Henry William type self reversing spring hand lever box and connecting rods, bolts & nuts for fixing with PSC sleepers and all other fittings etc. complete but excluding supply of PSC sleepers. | item1991 | 1 | Set |
| 1992 | 1992 | Fabrication and fixing Guard rails made out of specified rail section on bridges complete. The quoted rate includes cost of handling and leading of rails required for fabrication of guard rails from the project area to tlhe maufactures workshop and finished materials from the manufacturers workshop to the site of work including supply of all requisite fittings (excluding rails screws, fish plates & fish bolts) with contractor's labours and materials, all leads, lifts, ascends, descends, crossing of tracks, flaring fof rails ends, painting with black paint etc., complete as per latest drawing and as per specifications. (The rails required for manufacture of guard rails will be issued by the employer free of cost in the project area). Each side guard rail will be measured separately for payment. | item1992 | 1 | per running metre of rail |
| 1993 | 1993 | Fabrication and fixing check rails made out of specified rail section on level crossings. The quoted rate includes cost of handling and leading of rails required for fabrication of check rails from the project area to the maufactures workshop and finished materials from the manufacturers workshop to the site of work with contractor's labours and materials, all leads, lifts, ascends, descends, crossing of tracks, flaring fof rails ends, etc., complete as per latest drawing and as per specifications. (The rails required for manufacture of check rails will be issued by the employer free of cost in the project area). Each side check rail will be measured separately for payment. Rate excludes supply of brackets, fish plates & fish bolts. | item1993 | 1 | per running metre of rail |
| 1994 | 1994 | Insertion of glued joints (60 Kg/52kg) of approx 6.5 m length in running lines with/without block with contractors tools, plants, labour, including respacing of sleepers if required. Payment for cutting of rails, drilling of holes/welding will be paid separately. | item1994 | 1 | Each |
| 1995 | 1995 | Assembling & laying of SEJ (60 Kg/52 kg) with or with out block with all oprations like insertion of sleepers, fittings, chairs etc . complete. | item1995 | 1 | Each |
| 1996 | 1996 | Drilling of holes in 60/52 kg rails of 32 mm.dia or as per specification including chamfering with contractor's own tools and labour etc. | item1996 | 1 | Each |
| 1997 | 1997 | Cutting of rails of 60 kg/52kg with contractor's Abrasive Disc Cutter complete including men, material, fuel etc true to square. | item1997 | 1 | Each |
| 1998 | 1998 | Greasing gauge face of rails with contractor's approved quality graphite grease as per IS 480 Gr \"0\" with all contractor's labour, tools & plants, all leads and other incidental charges etc complete. | item1998 | 1 | per track metre |
| 1999 | 1999 | Providing and fixing fencing at level crossing approaches as per the approved design and drawing made of MS flats 50x6 MM complete along with posts made of ISA 100x100x10 MM @ 3m centre to centre including casting of foundation in 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 MM nominal size) cement concrete blocks of size 400x400x600 MM and other incidental works as per direction of Engineer. Payment for earthwork and concreting shall be paid extra separately. | item1999 | 1 | Quintal |
| 2000 | 2000 | Slewing of B.G. track comprising 60 KG, 52 KG, 90 R rails on all types of sleepers to any density under traffic block upto a lateral slew of 150 MM or part thereof including removing and relocating existing ballast, packing with bars or off track tampers to achieve alignment, longitudinal levels and cross levels for running trains at a minimum speed of 20 KMPH on restoring traffic after the block and dressing up to correct profile. | item2000 | 1 | Track metre |
| 2001 | 2001 | Fabricating, supplying, painting, lettering and fixing in position the following items : | item2001 | ||
| 2002 | 2002 | a)Fouling marks as per drawings made of RCC M-15 | item2002 | 1 | Each |
| 2003 | 2003 | b) Km. Posts made of RCC (M-15) as per drawing. | item2003 | 1 | Each |
| 2004 | 2004 | Fixing of latticed steel portal Height Guages in both road approaches of road under bridges to prevent striking of ODC vehicles fron hitting the OHE duly fixed in position with holding down bolts on concrete foundation with contractor's steel conforming to IS:2062 -1999 including fabrication ,assembly .erction ,riveting/welding,bolting ,initial coats of zinc chromate priming conforming to relevant IS specification and three subsequent coats of paint approved quality and shade after erection on all surface complete.Rate includes the cost of road traffic regulation and all safety measures required for the job (As per RDSO Drg.No RDSO/M-001) | item2004 | 1 | MT |
| 2005 | 2005 | Fabrication from owners rails and fixing in position 52 kg ,90 UTS,T-12 CHECK RAIL on laidtrack at level crossing on both sides rails including all leads,lifts,cutting of rails and flanges for linking on PSC sleepers to RDSO Drg.No 4148A including drilling & chamfering of holes including painting with coal tar,supplying & fixing all fittings as per RDSO drg including MS brackets,MS bolts & nuts,spring washers/packing plates ,distance blocks etc.for check rails,complete as per RDSO drg.no.T-4783 complete.(payment shall be made on the basis of the running track metre measured from end to end of check rail along the centre line of track as seen in the plan).Fabrication of 52 kg check rail should conform to RDSO drg no.T-4215.Second hand rails for check rail shall be provided by at store.The rails are required to be transported by contractor's own transporting arrange ment from yhe stacks of rails available at store to the site of works for fabrication/manufacture of check rails etc and after getting manufactured/fabricated by approved by approved manufactured/fabricators the same will be transported to site of works for linking by the contractor.The item includes all transportation. | item2005 | 1 | Track Metre |
| 2006 | 2006 | Dismantling of existing height gauge on one side of track including excavation of earth, dismantling of concrete and erecting the same at new location as directed by engineer and including necessary modifications, tools, plants, labour, materials etc. Concreting and excavation shall be paid separately under relevant item of schedule. | item2006 | 1 | Each |
| 2007 | 2007 | Provision of Buffer stop of 60 kg, 52 kg, 90 R rail section as per plan including paintng with all contractor's materials, luminous paint etc as directed by the engineer. | item2007 | 1 | Each |
| 2008 | 2008 | Dismantling existing Track laid with 60 Kg/52 Kg / 90R rail including SEJ and Glued joints with all types of sleepers, having any sleeper density with fittings and fastenings including dismantling of rails, sleepers, fittings, cutting of bolts & nuts by gas cutter if necessary, classification of material to be released by paint marks, making joint inventory with site Engineer before dismantling, leading to the nearest station or manned level crossing or road loading point as directed by the engineer and stacking materials in different stacks as per classification . Cutting of rails, if required, shall be done by Abrasive disc cutter / rail cutting machine (Gas cutting is not allowed) and will be paid for separately. | item2008 | 1 | Track metre |
| 2009 | 2009 | Dismantling of existing 1 in 12 Tum-out/Sym. split of 60 kg / 52Kg / 90R rail with Steel/ Wooden/ PSC sleepers with fittings and fastenings including dismantling of rails, sleepers, fittings, cutting of bolts & nuts by gas cutter if necessary, classification of material to be released by paint marks, making joint inventory with site Engineer before dismantling, leading to the nearest station or manned level crossing or road loading point as directed by the engineer, stacking materials in different stacks as per classification.Cutting of rails, if required, shall be done by Abrasive disc cutter / rail cutting machine (Gas cutting is not allowed) and will be paid for separately. Turnout shall be considered from stock rail joint (Sleeper No.1) as marked on turnout drawing up to the last through sleeper of the turnout covering both tracks of the turnout. | item2009 | 1 | Set |
| 2010 | 2010 | Supply and fixing of fouling marks 1500 mm length, 250 mm wide & 125 mm thick with top edges rounded off made up of Precast Cement Concrete M 15 grade with 20 mm graded stone aggregate as per approved drawing, including white washing & painting letters with all labour, materials, mechanical mixing, vibrating tools and plants and all leads and lifts as a complete job. | item2010 | 1 | Each |
| 2011 | 2011 | Manufacturing, fabricating, supply and fixing in position of steel boards e.g. W/L boards, STOP boards, Caution boards for L-Xing with stand or any other similar type of boards as per drawing and specification mention in IRPWM with contractor's all materials such as steel sheets (5mm thick), M.S. angles (65 x 65 x 10mm), electrodes, etc. including earth work in excavation & grouting complete in all respect. The rate should be inclusive of painting with two coats of priming coat of approved quality, lettering including supply of contractor's paint with all lead, lift, ascent, descent, etc. | item2011 | 1 | Each |
| 2012 | 2012 | Dismantling the existing gate posts with lifting barrier, whistle boards, road sign boards and refixing of gate posts, lifting barrier, whistle boards, road sign boards at new location along the proposed alignment of track at manned level crossings (including painting of barriers & boards as required). Note: Concreting required for refixing shall be paid under relevant items of schedule. (Engineering gates only) On one side of track only. | item2012 | 1 | Level Xing |
| 2013 | 2013 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within50 metres lead as per direction of Engineer - in- charge. | item2013 | 1 | cum |
| 2014 | 2014 | Demolishing brick work manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge | item2014 | ||
| 2015 | 2015 | a) From brick work in cement mortar | item2015 | 1 | cum |
| 2016 | 2016 | Removing mortar from bricks and cleaning bricks including stackingwithin a lead of 50 m (stacks of cleaned bricks shall be measured): | item2016 | 1 | 1000 Nos |
| 2017 | 2017 | Dismantling doors, windows and clerestory windows (steel or wood)shutter including chowkhats, architrave, holdfasts etc. complete andstacking within 50 metres lead : | item2017 | ||
| 2018 | 2018 | a) Of area 3 sq. metres and below | item2018 | 1 | Each |
| 2019 | 2019 | b) Of area beyond 3 sq. metres | item2019 | 1 | Each |
| 2020 | 2020 | Extra for cutting reinforcement bars manually/ by mechanical meansin R.C.C. or R.B. work (Payment shall be made on the crosssectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge | item2020 | 1 | sqm |
| 2021 | 2021 | Painting of particulars of turnouts and derailing switches including turn in curves on the inside web of outer rail with stencils of specified height in black enamel paint on surface of specified length painted with two coats of yellow enamel paint over a primer coat painted after cleaning the surface free from dust. | item2021 | 1 | Turn out |
| 2022 | 2022 | Supplying and fixing hard wood wooden distant blocks of size 250 x 125 mm & 855 mm in length between one side of rail of track and platform wall at 30 m interval along the length of platform with contractor's material, labour, tools and equipment etc. complete as directed by engineer. | item2022 | 1 | Each |
| 2023 | 2023 | Collection and removal of P.Way materials viz. PSC sleepers, rails etc from the proposed alignment, loading into contractor's vehicles, leading to the nearest crossing station as directed, unloading and stacking in a neat and countable manner as directed by engineer . Note: Weight of PSC sleepers will be taken as 275 kg and rails, p.way fittings etc. as 95% of standard weight. | item2023 | 1 | MT |
| 2024 | 2024 | Supply of normal Fish plate 52 Kg as per RDSO Drg No. T-090(M) with bolts as per RDSO Drg. No. 11501 (One set includes 2 fishplates and four bolts) | item2024 | 1 | Set |
| 2025 | 2025 | Supply of one metre long Fish plate for 52 Kg rails as per RDSO Drg No. T- 5915 with bolt as per drg no. T-11501 (One set include 2 fishplates and six bolts) | item2025 | 1 | Set |
| 2026 | 2026 | Supply of 60 kg Joggled fishplate to RDSO Drg No.T-4016 with clamps to RDSO Drg No.T- 4017 & 4017/1 including one bolt to RDSO Drg No. T-11524 (one set comprises of two fishplates and 4 clamps of each type and four bolts and 8 no. special washers) | item2026 | 1 | Set |
| 2027 | 2027 | Supply of Combination Fish plate 60/ 52 Kg as per RDSO Drg No. T-696, T- 697, T-698, T- 699 with bolt as per RDSO Drg. (One set includes 4 fishplates(one of each type) and eight bolts : T-1899-2 nos, T-700-4 nos & T-11501-2 nos) | item2027 | 1 | Set |
| 2028 | 2028 | Supply of Elastic Rail Clips Mark - III, as per Drg No RDSO/ -3701 | item2028 | 1 | Each |
| 2029 | 2029 | Supply of Elastic Rail Clips (\"J-Clips\") for fish plated rail joints to RDSO Drawing No. T-4158 | item2029 | 1 | Each |
| 2030 | 2030 | End cut GFN liner - 60 kg Manufacture and supply of end cut 60 kg Glass filled nylon 66 insulating liner confirming to RDSO drg. No. T-3706 with latest alteration and as per IRS specifcation T-44-1995 with latest alteration. Note: End cut is to be done for glued joint as per RDSO drawing no. T-4511 with latest alteration complete. | item2030 | 1 | Each |
| 2031 | 2031 | Supply of GFN liners suitable for 52 kg rail on 60 kg PSC sleepers as per RDSO Drg No / T-3707(GS) and T-3708 (NGS), (one set comprises of one liner of each type.) | item2031 | 1 | Set |
| 2032 | 2032 | Supply of GFN liners suitable for 60 kg rail on 60 kg PSC sleepers as per Drg No RDSO/ T-3706 | item2032 | 1 | Each |
| 2033 | 2033 | End cut combination GFN liner Manufacture and supply of end cut combination GFN liner 60/52 kg confirming to RDSO drg. No. T-3707a & 3708a with latest alteration and as per IRS specifcation T-44-1995 with latest alteration. | item2033 | 1 | Set |
| 2034 | 2034 | Supply of rail screws to RDSO drg no. T-1035/10675 | item2034 | 1 | Each |
| 2035 | 2035 | Supply of screw clamps for fish plates as per RDSO drg no. T-5856 | item2035 | 1 | Each |
| 2036 | 2036 | Supply of 60kg Glued Joints G 3 (L) type with 10 mm thick end post, 6.5 m long as per latest RDSO drg & specifications. | item2036 | 1 | Each |
| 2037 | 2037 | Supply of cast iron brackets for fixing at check rail along with bolts & nuts, packing plates, spring washers etc. conforming to latest IRS specification and RDSO drg. 60 0kg running rail+52kg check rail | item2037 | 1 | Set |
| 2038 | 2038 | Supply of Grooved rubber sole plate suitable for 52/60 kg rail on 60 kg PSC sleepers as per drg No RDSO/ T-3711 | item2038 | 1 | Each |
| 2039 | 2039 | Providing and laying Pitching with stone boulders weighing not less than 35 kg each with the voids filled with cement sand mortar 1:4 on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (Filter media to be paid separately under the relevant item) | item2039 | 1 | cum |
| 2040 | 2040 | Providing, cutting, fabricating, treating, fixing & painting structural steel conforming to IS:2062 in access ladders, inspection platforms, Trolley refugee, railing, etc, joints welded to neat finish including one coat of primer & two coats of synthetic enamel paints | item2040 | 1 | MT |
| 2041 | 2041 | Precast RCC standard posts (for barbed wire fencing ) 1.8 m long | item2041 | 1 | Each |
| 2042 | 2042 | Providing 1.2m high fencing with 1.8m R.C.C. Post placed every 3m apart, embedded in cement concrete blocks, every 15th post (or nearer if there is abrupt change of ground slope), last but one end post and corner post shall be strutted on both sides and end post one side only, and struts embedded in cement concrete blocks, provided with 5 horizontal lines and two diagonals of G.I. barbed wire 9.38kg per 100metres (min) between the two posts fitted and fixed with G.I. staples on turn buckles or G.I. binding wire tied to 6mm bar nibs fixed while casting the post (cost of posts, struts and concrete to be paid for separately) | item2042 | 1 | metre |
| 2043 | 2043 | Supply and using cement at worksite: | item2043 | ||
| 2044 | 2044 | a) OPC 43 grade | item2044 | 1 | Tonne |
| 2045 | 2045 | Schedule- E (Supply and Execution TW) E(iii)- Nanauta | item2045 | ||
| 2046 | 2046 | Earth work in cutting (Classified) in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, machine and materials and removing & leading all cut spoils either to make spoil dumps beyond 10m from cutting edge or for filling in embankment with all leads within the section limit, lifts, ascent, descent, loading, unloading, all taxes/royalty, clearance of site and all incidental charges, bailing & pumping out water if required etc., complete as per directions of the Engineer-in-charge. The work is to be executed as per Latest/updated edition of \"Guidelines for Earthwork in Railway Projects \"issued by RDSO,Lucknow. Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Special conditions of contract.\n Note:- (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped/stacked.\n(ii) All hard rock/and boulders not fit for filling will be stacked by the contractor and will be property of the Railways. | item2046 | ||
| 2047 | 2047 | a) In all conditions and classifications of soil except rock. | item2047 | 1 | Cum |
| 2048 | 2048 | b) Soft rock not requiring blasting in all Conditions | item2048 | 1 | Cum |
| 2049 | 2049 | Earthwork in filling with owner surplus earth in formation and Approaches of Bridges as per RDSO Guidelines for Earthwork in Railway Projects GE: G-1. The item shall include all lead, ascends, descends, crossing of track or any other obstruction, handling, rehandling, leading, loading, unloading, spreading in layers, dressing as per specification including compaction by mechanical means as per RDSO specifications. | item2049 | 1 | Cum |
| 2050 | 2050 | a) Extra for mechanical compaction of earth/blanketing material filled in embankment with contractor's rollers of suitable capacity, type and size to achieve specified density as per specification, testing as per IS codes incl. cost of water, T&P consumable material and all labour as a complete job. The work is to be executed as per Latest edition of \"Guidelines for Earthwork in Railway Projects\" issued by RDSO,Lucknow. | item2050 | 1 | Cum |
| 2051 | 2051 | Supply including transporting loading unloading,handling and stacking in position 60kg 90 UTS (13M) prime quality Rails 9cLASS A) as per IRS T-12/2009 and as per latest correction slip issued by Railway board. | item2051 | 1 | MT |
| 2052 | 2052 | Felling trees of girth (measured at a height of 1m above ground level) including lead and stacking of material within 100m. Note : 1. When stumps are grubbed up in addition, the rates shall be doubled for trees cut and grubbed. 2. Payment for grubbing shall only be made where specially ordered. 3. Grubbing shall be ordered only where it is essential to remove the stumps, including the roots, as per specification. 4. Grubbing shall include removal of roots of trees and saplings to a depth of 60 cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower. | item2052 | ||
| 2053 | 2053 | a) Girth over 30 cm and upto 60 cm | item2053 | 1 | Eacb |
| 2054 | 2054 | b) Girth over 60 cm and upto 1.5m | item2054 | 1 | Eacb |
| 2055 | 2055 | c) Girth over 1.5m upto 3 m | item2055 | 1 | Eacb |
| 2056 | 2056 | d) Girth over 3 m | item2056 | 1 | Eacb |
| 2057 | 2057 | Providing and fixing at or near ground level, Precast M 20 grade cement concrete as per approved design and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), including the cost of required centering and shuttering complete but excluding the cost of cement.(cast at site) | item2057 | 1 | Cum |
| 2058 | 2058 | Providing and laying in position M 20 Grade concrete for reinforced concrete structural elements but excluding cost of centering, shuttering, reinforcement and Admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge | item2058 | ||
| 2059 | 2059 | a) All work upto plinth level, including raft foundation of washable aprons, HS tank, pile cap, footings of FOB, and Platform shelter etc. | item2059 | 1 | Cum |
| 2060 | 2060 | b) All work in buildings above plinth level upto floor two level. | item2060 | 1 | Cum |
| 2061 | 2061 | Providing, hoisting and fixing in position upto floor two level M20 Grade precast RCC work including setting in cement plaster 1:3 (1Cement:3 Coarse ) and finishing smooth with 6mm thick Cement plaster 1:3 (1Cement :3 Fine sand) on exposed surfaces complete including cost of centering, shuttering, finishing, admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability, excluding cost of cement and steel reinforcement, as per approved plan & direction of Engineer incharge. | item2061 | ||
| 2062 | 2062 | a) In slab for drain covers, manhole covers, flue tops etc. | item2062 | 1 | Cum |
| 2063 | 2063 | b) In blocks of complicated design such as C blocks of cabins, Platform walls etc. | item2063 | 1 | Cum |
| 2064 | 2064 | Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix Cement Concrete M35 grade (Cast - in Situ) In Bottom/top slab, side walls, toe wall and sumps haunch filling head walls or any other component using 20 mm graded crushed stone aggregate and coarse sand of approved quality of cast-in-situ RCC box of size upto 5 M (bigger inside dimension) including finishing, Admixtures in recommended proportions (as per IS 9103), if approved in Mix design, to accelerate, retard setting of concrete, improve workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. Payment for cement, reinforcement and shuttering shall be paid extra. Special Condition :- This item to be operated for RCC box of span higher that 5.0m also. | item2064 | 1 | Cum |
| 2065 | 2065 | Providing & fixing Precast Chequered tiles conforming to IS:13801:1993, manufactured under mechanical vibration & hydraulic pressing machine in double layer; top layer of 10 to 12 mm thickness of Dolomite Powder, graded chips, fibre and UV stabilised iron oxide Lanexess colour and bottom layer of 1:3 CC mixed with galvanised steel fibre of approved quality, jointed with neat cement slurry mixed with pigment to match shade of tiles including rubbing and cleaning etc. complete on 20mm thick bed of cement mortar 1:4 of sizes : | item2065 | ||
| 2066 | 2066 | a) 300mm x 300mm x 30mm thick | item2066 | 1 | Sqm |
| 2067 | 2067 | Supplying and spreading blanketing material conforming to RDSO specifications on top of formation. The item shall include cost of blanketing material, its handling, transportation to site, crossing of tracks or any other obstructions, spreading & dressing to required slope with all leads and lifts etc. complete. The item shall also include compaction by mechanical means to achieve a relative density of layers determined as per IS:2720 (Part-XIV) in layers including carrying out field tests at prescribed intervals. | item2067 | 1 | Cum |
| 2068 | 2068 | Turfing of surface area of newly constructed formation slopes with green sods 50 mm thick as approved by the Engineer-in-charge.The item includes supply of sods,its transportation,leading, lifting and watering. Safeguarding of the same until properly rooted through the formation soil. | item2068 | 1 | Sqm |
| 2069 | 2069 | Providing and removing barricading with the help of portable fencing along the running track where the work is to be done in close vicinity of the track. Fencing shall consist of self supporting steel angles of size 50 x50x6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23x0.23x0.23M placed at c/c distance of 2.0 M along the track. 12 mm dia rods in three horizontal layers tack welded with the angle posts including providing green colour cloth & Retro-reflective tapes in Horizontal & vertical direction. Note : Released material will be the property of the contractor after the completion of work. Cost of cement to be paid separately. | item2069 | 1 | Mtr |
| 2070 | 2070 | Supply and stacking of Mono block 60 kg prestressed concrete sleepers. The item includes loading, transportation, unloading and stacking at Site as per direction of Engineer - in - Charge . | item2070 | ||
| 2071 | 2071 | a) As per RDSO Drg. No. T-2496 | item2071 | 1 | Each |
| 2072 | 2072 | b) As per RDSO Drg. No. T-4148 for Level Crossings. | item2072 | 1 | Each |
| 2073 | 2073 | c) As per RDSO Drg. No. T-4170, 4173 for Curve Sleeper. | item2073 | 1 | Each |
| 2074 | 2074 | Supply and stacking of fish plate 1.0 m (for 60 kg rails) (T-5916). With its bolts & nuts (T-1899) of size 25 mm x140 mm. | item2074 | 1 | Pair |
| 2075 | 2075 | Supply of C.M.S crossing as per RDSO Drg.No.4967/1(for 60 kg rails) for 1 in 8.5 turnouts. | item2075 | 1 | Each |
| 2076 | 2076 | Supplying and stacking of machine crushed Track Ballast conforming to RDSO Specification of Track Ballast. Stacking of ballast to be done at site as per direction of Engineer in Charge including all types of transportation up to the site, including all leads, lifts, crossing of tracks and any other obstructions. The item includes leveling of the stacking space properly. No deduction will be made on stack measurement for shrinkage. | item2076 | 1 | Cum |
| 2077 | 2077 | Fabrication & Supply from owner's Rails glued joints as per RDSO Drg. no T-5843 complete with all fitting and fastening . The rate include cost of all material and labour except the cost of rails. Owner's Rails to the extent required shall be issued at Employer's store. The rate includes cost of transportation of Owner's rails from the stacks of rails available at Employer's store to the works for fabrication/manufacture of glued joints. and after getting manufactured / fabricated by approved manufacturers / fabricators transporting back to site of work for linking by the contractor. | item2077 | 1 | Each |
| 2078 | 2078 | Supply of 1 in 12 points and crossings of 60 kg rails to RDSO Drg.No T- 4218, 4219 & 4220 complete with all parts as listed in the above drawings such as , fish plates, fish bolts, bearing plates, rail screws, leading and following stretcher bars, brackets, lugs with all fittings complete as per latest IRS specification Including supply of Henry William type self reversing spring hand lever box and connecting rods, bolts & nuts for fixing with PSC sleepers and all other fittings etc.complete but excluding supply of PSC sleepers and Lead rails. | item2078 | 1 | Each |
| 2079 | 2079 | a) For 1 in 12 turnout to RDSO drg No.T 4218 ( 1 set contains 96 no of sleepers) | item2079 | 1 | Per set |
| 2080 | 2080 | Fabrication and supply of switch Assembly and check rails at site as specified | item2080 | 1 | Per set |
| 2081 | 2081 | Laying and linking of turnout as specified above. | item2081 | 1 | Per set |
| 2082 | 2082 | Assembling and laying of 60 Kg/ 52 kg 1 in 12 points and crossings on all types of sleepers duly one initial through packing upto the required level complete as per drawing and to the satisfaction of engineer at site complete in all respects with point lever box fixed in position as required and ready for operation. Rate includes loading, leading all the materials from his stores to the site of work, unloading and handling all the material with all leads and lifts. | item2082 | 1 | Each |
| 2083 | 2083 | Through packing of 1 in 12 turnout on any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, super elevation etc. on both straight and curve track laid with contractor's tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge. | item2083 | ||
| 2084 | 2084 | a) First through conventional packing | item2084 | 1 | Per Set |
| 2085 | 2085 | b) Second through conventional packing. Payment of this item will be released after rolling of engine. | item2085 | 1 | Per Set |
| 2086 | 2086 | c) 3rd through packing (Under specific orders of Engineer-in-charge) | item2086 | 1 | Per Set |
| 2087 | 2087 | Linking of track with 60 kg rails on PSC sleepers with approx. 1660 sleepers per km laid to prescribed spacings complete with all standard relevant fittings duly secured track being laid to specified gauge and alingment with one initial through packing, maintaining correct level of both rails and providing necessary superelevation on curves. Transportation of Rails from stores to place of work shall be paid extra as per relevent item of the schedule. However the rate includes loading, leading of all other materials from his stores to the site of work, unloading and handling etc with all leads and lifts. Payment for cutting of rails, drilling of holes/welding will be paid separately. | item2087 | 1 | Track Metre |
| 2088 | 2088 | Through packing of PSC sleepers with track ballast to maintain correct alignment, cross and longitudinal level as required for maintaining track gauge, versine, super elevation etc. on both straight and curve track with contractors tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge. Through packing of trap/derailing switch is included in this item without any extra payment for the same.Track Ballast required for thye work shall be providedby RITES/UPRVUNL free of cost at Harduaganj TPP store. The track ballast required sshall be transported by contractor's own transporting arrangemenr from the stacks of track ballast available at UPRVUNL, Harduaganj TPP store. The item includes all transportations. | item2088 | ||
| 2089 | 2089 | a) First through conventional packing | item2089 | 1 | Track Metre |
| 2090 | 2090 | b) Second through conventional packing. Payment of this item will be released after rolling of engine. | item2090 | 1 | Track Metre |
| 2091 | 2091 | Fabricating,Supplying,assembling , Laying and linking on prepared formation/ballast bed 60 Kg BG 6400mm over riding derailing switch as per RDSO Drawing no. T-6068 with owner's Rails as per complete item with all fitting & fastening and initial packing . \nRails required for the work i.e. for fabrication of switch assembly shall b. The rails are required to be transported by contractor's own transporting arrangement from the stack of rails available at Employers store to the works for fabrication/manufacture of switches and after getting manufactured/ fabricated by approved manufacturer/ fabricator, the same will be transported to Employer store.The item includes all transportation. Cost of PSC sleepers shall be paid separately under relevant item. | item2091 | 1 | Per Set |
| 2092 | 2092 | Handling, lifting, loading, unloading, leading and spreading stacked track ballast in two layers including light rolling of bed to a uniform level by using 5 to 10 Ton light rollers (minimum two passes) for preparation of ballast bed of required thickness for giving ballast cushion of 300mm. The ballast shall be lead from existing stacks to the proposed alignment of the track and spread there to make ballast bed for the track including subsequent making up of ballast cushion after linking, packing of track as required to make proper ballast profile on straight or on curves including ballast in shoulders and cribs as a complete job. Quantity of ballast as used in track shall be paid for as per measurement of Stacked Ballast. | item2092 | 1 | Cum |
| 2093 | 2093 | Welding of rail joints of IRS T-12 60kg rail with Short Pre Heat, Thermit Welding (SKV) process/Flash Butt process with mobile unit can also can be done as per relevant specification at same rate on the cess or insitu including USFD test of all welded joints and painting as specified in IRS specification of fusion welding of rail by AT process to IRS T-19/1994 and Manual for fusion welding of rails by AT process, 2006. The ITEM includes USFD testing of all joints as per specifications.\nNotes: Contractor may also do Flash Butt welding of Joints using mobile flash butt welding plant as per Railway Standard relevent manual. Nothing extra shall be payable on this account. | item2093 | 1 | Each |
| 2094 | 2094 | a) Extra for transverse breaking load test of Thermit welded joints as per clause 4 of IRS specification T-19 including all labour and material complete. The contractor has to arrange the testing of joints from the approved laboratory/test house. After testing test pieces of rails to be returned back to Employers store. | item2094 | 1 | Each |
| 2095 | 2095 | Fabrication, erection and fixing of dead ends with owner's rails as per drawing. The item includes drilling of holes in rails, providing stopper Rails, including transporting and fixing of rail pieces across the track at specified height and all other fixtures as per approved plan, including painting, all lead, lift, transportation, etc. complete as per direction of Engineer in charge. New/Second hand Rails required for the work shall be provided by Employers store. The item includes all transportation of rails. | item2095 | 1 | Each |
| 2096 | 2096 | Painting of rail surface complete except the rail table with protective paint one coat of red oxide as primer to specification IS-2074 followed by two coats of bituminous emulsion to specification IRS-P-30-1996 as per IRPWM Para 250. The item includes removing and cleaning the rail from dust and rust before applying paint. The rate also includes supply of paint, consumables and tools etc. \n | item2096 | 1 | RM |
| 2097 | 2097 | Supply of derailing switch 1 in 8-1/2, 60 kg rails loose heel type as per RDSO Drg.No T- 6068 with switch gauge tie plate, tongue and stock rails, all bolts and nuts, washers, plate screws, rail screws, stretcher bars, lugs, brackets, pull rod etc. complete as listed in drawing including supply of Henry William type self reversing spring hand lever box and connecting rods, bolts & nuts for fixing with PSC sleepers and all other fittings etc. complete but excluding supply of PSC sleepers. | item2097 | 1 | Set |
| 2098 | 2098 | Fabrication and fixing Guard rails made out of specified rail section on bridges complete. The quoted rate includes cost of handling and leading of rails required for fabrication of guard rails from the project area to tlhe maufactures workshop and finished materials from the manufacturers workshop to the site of work including supply of all requisite fittings (excluding rails screws, fish plates & fish bolts) with contractor's labours and materials, all leads, lifts, ascends, descends, crossing of tracks, flaring fof rails ends, painting with black paint etc., complete as per latest drawing and as per specifications. (The rails required for manufacture of guard rails will be issued by the employer free of cost in the project area). Each side guard rail will be measured separately for payment. | item2098 | 1 | per running metre of rail |
| 2099 | 2099 | Fabrication and fixing check rails made out of specified rail section on level crossings. The quoted rate includes cost of handling and leading of rails required for fabrication of check rails from the project area to the maufactures workshop and finished materials from the manufacturers workshop to the site of work with contractor's labours and materials, all leads, lifts, ascends, descends, crossing of tracks, flaring fof rails ends, etc., complete as per latest drawing and as per specifications. (The rails required for manufacture of check rails will be issued by the employer free of cost in the project area). Each side check rail will be measured separately for payment. Rate excludes supply of brackets, fish plates & fish bolts. | item2099 | 1 | per running metre of rail |
| 2100 | 2100 | Insertion of glued joints (60 Kg/52kg) of approx 6.5 m length in running lines with/without block with contractors tools, plants, labour, including respacing of sleepers if required. Payment for cutting of rails, drilling of holes/welding will be paid separately. | item2100 | 1 | Each |
| 2101 | 2101 | Assembling & laying of SEJ (60 Kg/52 kg) with or with out block with all oprations like insertion of sleepers, fittings, chairs etc . complete. | item2101 | 1 | Each |
| 2102 | 2102 | Through packing of Derailing switch on any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, super elevation etc. on both straight and curve track laid with contractor's tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge. | item2102 | ||
| 2103 | 2103 | a) 1st through packing | item2103 | 1 | set |
| 2104 | 2104 | b) 2nd through packing | item2104 | 1 | set |
| 2105 | 2105 | c) 3rd through packing (Under specific orders of Engineer-in-charge) | item2105 | 1 | set |
| 2106 | 2106 | Drilling of holes in 60/52 kg rails of 32 mm.dia or as per specification including chamfering with contractor's own tools and labour etc. | item2106 | 1 | Each |
| 2107 | 2107 | Cutting of rails of 60 kg/52kg with contractor's Abrasive Disc Cutter complete including men, material, fuel etc true to square. | item2107 | 1 | Each |
| 2108 | 2108 | Greasing gauge face of rails with contractor's approved quality graphite grease as per IS 480 Gr \"0\" with all contractor's labour, tools & plants, all leads and other incidental charges etc complete. | item2108 | 1 | per track metre |
| 2109 | 2109 | Providing and fixing fencing at level crossing approaches as per the approved design and drawing made of MS flats 50x6 MM complete along with posts made of ISA 100x100x10 MM @ 3m centre to centre including casting of foundation in 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 MM nominal size) cement concrete blocks of size 400x400x600 MM and other incidental works as per direction of Engineer. Payment for earthwork and concreting shall be paid extra separately. | item2109 | 1 | Quintal |
| 2110 | 2110 | Slewing of B.G. track comprising 60 KG, 52 KG, 90 R rails on all types of sleepers to any density under traffic block upto a lateral slew of 150 MM or part thereof including removing and relocating existing ballast, packing with bars or off track tampers to achieve alignment, longitudinal levels and cross levels for running trains at a minimum speed of 20 KMPH on restoring traffic after the block and dressing up to correct profile. | item2110 | 1 | Track metre |
| 2111 | 2111 | Dismantling of existing points and crossing on 60Kg/ 52 kg/90 R rails with sleepers of any type and fittings/fastenings complete in all respects and stacking dismantled material as directed by Engineer in charge including all leads lifts, ascending, descending, or any other obstruction crossing of tracks etc as a complete job under running traffic conditions. All dismantled P-way material are to be sorted and handed over to Dismantling of existing points and crossing 60kg/ 52 kg/90 R rails with sleepers of any type and fittings/fastenings complete in all respects and stacking dismantled material as directed by Engineer in charge including all leads lifts, ascending, descending, or any other obstruction crossing of tracks etc as a complete job under running traffic conditions. All dismantled P-way material are to be sorted and handed over to Employer's store at NTPC ,Tanda TPP authorities as per direction of engineer in charge, reclaimed ballast after screening shall be stack at site as per direction of engineer in charge.\nThe points and crossings have to be dismantled and track restored to traffic within specified period of traffic blocks, if required. \nThe contractor has to transport, stack and handover the dismantled materials duly segregated to Employer's store at NTPC ,Tanda TPP at his own cost. authorities as per direction of engineer in charge, reclaimed ballast after screening shall be stack at site as per direction of engineer in charge.\nThe points and crossings have to be dismantled and track restored to traffic within specified period of traffic blocks, if required. \nThe contractor has to transport, stack and handover the dismantled materials duly segregated to Employer's store at NTPC ,Tanda TPP at his own cost. | item2111 | 1 | Set |
| 2112 | 2112 | Fabricating, supplying, painting, lettering and fixing in position the following items : | item2112 | ||
| 2113 | 2113 | a) Fouling marks as per drawings made of RCC M-15 | item2113 | 1 | Each |
| 2114 | 2114 | b) Km. Posts made of RCC (M-15) as per drawing. | item2114 | 1 | Each |
| 2115 | 2115 | Fixing of latticed steel portal Height Guages in both road approaches of road under bridges to prevent striking of ODC vehicles fron hitting the OHE duly fixed in position with holding down bolts on concrete foundation with contractor's steel conforming to IS:2062 -1999 including fabrication ,assembly .erction ,riveting/welding,bolting ,initial coats of zinc chromate priming conforming to relevant IS specification and three subsequent coats of paint approved quality and shade after erection on all surface complete.Rate includes the cost of road traffic regulation and all safety measures required for the job (As per RDSO Drg.No RDSO/M-001) | item2115 | 1 | MT |
| 2116 | 2116 | Fabrication from owners rails and fixing in position 52 kg ,90 UTS,T-12 CHECK RAIL on laidtrack at level crossing on both sides rails including all leads,lifts,cutting of rails and flanges for linking on PSC sleepers to RDSO Drg.No 4148A including drilling & chamfering of holes including painting with coal tar,supplying & fixing all fittings as per RDSO drg including MS brackets,MS bolts & nuts,spring washers/packing plates ,distance blocks etc.for check rails,complete as per RDSO drg.no.T-4783 complete.(payment shall be made on the basis of the running track metre measured from end to end of check rail along the centre line of track as seen in the plan).Fabrication of 52 kg check rail should conform to RDSO drg no.T-4215.Second hand rails for check rail shall be provided by at store.The rails are required to be transported by contractor's own transporting arrange ment from yhe stacks of rails available at store to the site of works for fabrication/manufacture of check rails etc and after getting manufactured/fabricated by approved by approved manufactured/fabricators the same will be transported to site of works for linking by the contractor.The item includes all transportation. | item2116 | 1 | Track Metre |
| 2117 | 2117 | Dismantling of existing height gauge on one side of track including excavation of earth, dismantling of concrete and erecting the same at new location as directed by engineer and including necessary modifications, tools, plants, labour, materials etc. Concreting and excavation shall be paid separately under relevant item of schedule. | item2117 | 1 | Each |
| 2118 | 2118 | Provision of Buffer stop of 60 kg, 52 kg, 90 R rail section as per plan including paintng with all contractor's materials, luminous paint etc as directed by the engineer. | item2118 | 1 | Each |
| 2119 | 2119 | Dismantling existing Track laid with 60 Kg/52 Kg / 90R rail including SEJ and Glued joints with all types of sleepers, having any sleeper density with fittings and fastenings including dismantling of rails, sleepers, fittings, cutting of bolts & nuts by gas cutter if necessary, classification of material to be released by paint marks, making joint inventory with site Engineer before dismantling, leading to the nearest station or manned level crossing or road loading point as directed by the engineer and stacking materials in different stacks as per classification . Cutting of rails, if required, shall be done by Abrasive disc cutter / rail cutting machine (Gas cutting is not allowed) and will be paid for separately. | item2119 | 1 | Track metre |
| 2120 | 2120 | Dismantling of existing 1 in 8.5 Turn-out/Sym. split of 60 kg / 52Kg / 90R raii with Steel/ Wooden/ PSC sleepers with fittings and fastenings including dismantling of rails, sleepers, fittings, cutting of bolts & nuts by gas cutter if necessary, classification of material to be released by paint marks, making joint inventory with site Engineer before dismantling, leading to the nearest station or manned level crossing or road loading point as directed by the engineer, stacking materials in different stacks as per classification. Cutting of rails, if required, shall be done by Abrasive disc cutter / rail cutting machine (Gas cutting is not allowed) and will be paid for separately.\nTurnout shall be considered from stock rail joint (Sleeper No.1) as marked on turnout drawing up to the last through sleeper of the turnout coverinq both tracks of the turnout.\n | item2120 | 1 | Set |
| 2121 | 2121 | Supply and fixing of fouling marks 1500 mm length, 250 mm wide & 125 mm thick with top edges rounded off made up of Precast Cement Concrete M 15 grade with 20 mm graded stone aggregate as per approved drawing, including white washing & painting letters with all labour, materials, mechanical mixing, vibrating tools and plants and all leads and lifts as a complete job. | item2121 | 1 | Each |
| 2122 | 2122 | Manufacturing, fabricating, supply and fixing in position of steel boards e.g. W/L boards, STOP boards, Caution boards for L-Xing with stand or any other similar type of boards as per drawing and specification mention in IRPWM with contractor's all materials such as steel sheets (5mm thick), M.S. angles (65 x 65 x 10mm), electrodes, etc. including earth work in excavation & grouting complete in all respect. The rate should be inclusive of painting with two coats of priming coat of approved quality, lettering including supply of contractor's paint with all lead, lift, ascent, descent, etc. | item2122 | 1 | Each |
| 2123 | 2123 | Dismantling the existing gate posts with lifting barrier, whistle boards, road sign boards and refixing of gate posts, lifting barrier, whistle boards, road sign boards at new location along the proposed alignment of track at manned level crossings (including painting of barriers & boards as required). Note: Concreting required for refixing shall be paid under relevant items of schedule. (Engineering gates only) On one side of track only. | item2123 | 1 | Level Xing |
| 2124 | 2124 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within50 metres lead as per direction of Engineer - in- charge. | item2124 | 1 | cum |
| 2125 | 2125 | Demolishing brick work manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge | item2125 | ||
| 2126 | 2126 | a) From brick work in cement mortar | item2126 | 1 | cum |
| 2127 | 2127 | Removing mortar from bricks and cleaning bricks including stackingwithin a lead of 50 m (stacks of cleaned bricks shall be measured): | item2127 | 1 | 1000 Nos |
| 2128 | 2128 | Dismantling doors, windows and clerestory windows (steel or wood)shutter including chowkhats, architrave, holdfasts etc. complete andstacking within 50 metres lead : | item2128 | ||
| 2129 | 2129 | a) Of area 3 sq. metres and below | item2129 | 1 | Each |
| 2130 | 2130 | b) Of area beyond 3 sq. metres | item2130 | 1 | Each |
| 2131 | 2131 | Extra for cutting reinforcement bars manually/ by mechanical meansin R.C.C. or R.B. work (Payment shall be made on the crosssectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge | item2131 | 1 | sqm |
| 2132 | 2132 | Painting of particulars of turnouts and derailing switches including turn in curves on the inside web of outer rail with stencils of specified height in black enamel paint on surface of specified length painted with two coats of yellow enamel paint over a primer coat painted after cleaning the surface free from dust. | item2132 | 1 | Turn out |
| 2133 | 2133 | Supplying and fixing hard wood wooden distant blocks of size 250 x 125 mm & 855 mm in length between one side of rail of track and platform wall at 30 m interval along the length of platform with contractor's material, labour, tools and equipment etc. complete as directed by engineer. | item2133 | 1 | Each |
| 2134 | 2134 | Collection and removal of P.Way materials viz. PSC sleepers, rails etc from the proposed alignment, loading into contractor's vehicles, leading to the nearest crossing station as directed, unloading and stacking in a neat and countable manner as directed by engineer . Note: Weight of PSC sleepers will be taken as 275 kg and rails, p.way fittings etc. as 95% of standard weight. | item2134 | 1 | MT |
| 2135 | 2135 | Supply of normal Fish plate 52 Kg as per RDSO Drg No. T-090(M) with bolts as per RDSO Drg. No. 11501 (One set includes 2 fishplates and four bolts) | item2135 | 1 | Set |
| 2136 | 2136 | Supply of 60 kg Joggled fishplate to RDSO Drg No.T-4016 with clamps to RDSO Drg No.T- 4017 & 4017/1 including one bolt to RDSO Drg No. T-11524 (one set comprises of two fishplates and 4 clamps of each type and four bolts and 8 no. special washers) | item2136 | 1 | Set |
| 2137 | 2137 | Supply of Combination Fish plate 60/ 52 Kg as per RDSO Drg No. T-696, T- 697, T-698, T- 699 with bolt as per RDSO Drg. (One set includes 4 fishplates(one of each type) and eight bolts : T-1899-2 nos, T-700-4 nos & T-11501-2 nos) | item2137 | 1 | Set |
| 2138 | 2138 | Supply of Elastic Rail Clips Mark - III, as per Drg No RDSO/ -3701 | item2138 | 1 | Each |
| 2139 | 2139 | Supply of Elastic Rail Clips (\"J-Clips\") for fish plated rail joints to RDSO Drawing No. T-4158 | item2139 | 1 | Each |
| 2140 | 2140 | End cut GFN liner - 60 kg Manufacture and supply of end cut 60 kg Glass filled nylon 66 insulating liner confirming to RDSO drg. No. T-3706 with latest alteration and as per IRS specifcation T-44-1995 with latest alteration. Note: End cut is to be done for glued joint as per RDSO drawing no. T-4511 with latest alteration complete. | item2140 | 1 | Each |
| 2141 | 2141 | Supply of GFN liners suitable for 52 kg rail on 60 kg PSC sleepers as per RDSO Drg No / T-3707(GS) and T-3708 (NGS), (one set comprises of one liner of each type.) | item2141 | 1 | Set |
| 2142 | 2142 | End cut combination GFN liner Manufacture and supply of end cut combination GFN liner 60/52 kg confirming to RDSO drg. No. T-3707a & 3708a with latest alteration and as per IRS specifcation T-44-1995 with latest alteration. | item2142 | 1 | Set |
| 2143 | 2143 | Supply of rail screws to RDSO drg no. T-1035/10675 | item2143 | 1 | Each |
| 2144 | 2144 | Supply of screw clamps for fish plates as per RDSO drg no. T-5856 | item2144 | 1 | Each |
| 2145 | 2145 | Supply of 52kg Glued Joints G 3 (L) type with 10 mm thick end post, 6.5 m long as per latest RDSO drg & specifications. | item2145 | 1 | Each |
| 2146 | 2146 | Supply of 60kg Glued Joints G 3 (L) type with 10 mm thick end post, 6.5 m long as per latest RDSO drg & specifications. | item2146 | 1 | Each |
| 2147 | 2147 | Supply of cast iron brackets for fixing at check rail along with bolts & nuts, packing plates, spring washers etc. conforming to latest IRS specification and RDSO drg. 60 0kg running rail+52kg check rail | item2147 | 1 | Set |
| 2148 | 2148 | Supply of Grooved rubber sole plate suitable for 52/60 kg rail on 60 kg PSC sleepers as per drg No RDSO/ T-3711 | item2148 | 1 | Each |
| 2149 | 2149 | Providing and laying Pitching with stone boulders weighing not less than 35 kg each with the voids filled with cement sand mortar 1:4 on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (Filter media to be paid separately under the relevant item) | item2149 | 1 | cum |
| 2150 | 2150 | Providing, cutting, fabricating, treating, fixing & painting structural steel conforming to IS:2062 in access ladders, inspection platforms, Trolley refugee, railing, etc, joints welded to neat finish including one coat of primer & two coats of synthetic enamel paints | item2150 | 1 | MT |
| 2151 | 2151 | Precast RCC standard posts (for barbed wire fencing ) 1.8 m long | item2151 | 1 | Each |
| 2152 | 2152 | Providing 1.2m high fencing with 1.8m R.C.C. Post placed every 3m apart, embedded in cement concrete blocks, every 15th post (or nearer if there is abrupt change of ground slope), last but one end post and corner post shall be strutted on both sides and end post one side only, and struts embedded in cement concrete blocks, provided with 5 horizontal lines and two diagonals of G.I. barbed wire 9.38kg per 100metres (min) between the two posts fitted and fixed with G.I. staples on turn buckles or G.I. binding wire tied to 6mm bar nibs fixed while casting the post (cost of posts, struts and concrete to be paid for separately) | item2152 | 1 | metre |
| 2153 | 2153 | Supply and using cement at worksite: | item2153 | ||
| 2154 | 2154 | a) OPC 43 grade | item2154 | 1 | Tonne |
| 2155 | 2155 | b) OPC 53 grade | item2155 | 1 | Tonne |
| 2156 | 2156 | c) PPC | item2156 | 1 | Tonne |
| 2157 | 2157 | Supply of derailing switch 1 in 8-1/2, 60 kg rails loose heel type as per RDSO Drg.No T- 6068 with switch gauge tie plate, tongue and stock rails, all bolts and nuts, washers, plate screws, rail screws, stretcher bars, lugs, brackets, pull rod etc. complete as listed in drawing including supply of Henry William type self reversing spring hand lever box and connecting rods, bolts & nuts for fixing with PSC sleepers and all other fittings etc. complete but excluding supply of PSC sleepers. | item2157 | 1 | Each |
| 2158 | 2158 | Supply of one metre long Fish plate for 52 Kg rails as per RDSO Drg No. T- 5915 with bolt as per drg no. T-11501 (One set include 2 fishplates and six bolts) | item2158 | 1 | Set |
| 2159 | 2159 | Supply of GFN liners suitable for 60 kg rail on 60 kg PSC sleepers as per Drg No RDSO/ T-3706 | item2159 | 1 | Each |
| 2160 | 2160 | Schedule- E (Supply and Execution TW) E(iv)- Rampur Manhyaran | item2160 | ||
| 2161 | 2161 | Earth work in cutting (Classified) in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, machine and materials and removing & leading all cut spoils either to make spoil dumps beyond 10m from cutting edge or for filling in embankment with all leads within the section limit, lifts, ascent, descent, loading, unloading, all taxes/royalty, clearance of site and all incidental charges, bailing & pumping out water if required etc., complete as per directions of the Engineer-in-charge. The work is to be executed as per Latest/updated edition of \"Guidelines for Earthwork in Railway Projects \"issued by RDSO,Lucknow. Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Special conditions of contract.\n Note:- (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped/stacked.\n(ii) All hard rock/and boulders not fit for filling will be stacked by the contractor and will be property of the Railways. | item2161 | ||
| 2162 | 2162 | a) In all conditions and classifications of soil except rock. | item2162 | 1 | Cum |
| 2163 | 2163 | b) Soft rock not requiring blasting in all Conditions | item2163 | 1 | Cum |
| 2164 | 2164 | Earthwork in filling with owner surplus earth in formation and Approaches of Bridges as per RDSO Guidelines for Earthwork in Railway Projects GE: G-1. The item shall include all lead, ascends, descends, crossing of track or any other obstruction, handling, rehandling, leading, loading, unloading, spreading in layers, dressing as per specification including compaction by mechanical means as per RDSO specifications. | item2164 | 1 | Cum |
| 2165 | 2165 | Extra for mechanical compaction of earth/blanketing material filled in embankment with contractor's rollers of suitable capacity, type and size to achieve specified density as per specification, testing as per IS codes incl. cost of water, T&P consumable material and all labour as a complete job. The work is to be executed as per Latest edition of \"Guidelines for Earthwork in Railway Projects\" issued by RDSO,Lucknow. | item2165 | 1 | Cum |
| 2166 | 2166 | Supply including transporting loading unloading,handling and stacking in position 60kg 90 UTS (13M) prime quality Rails 9cLASS A) as per IRS T-12/2009 and as per latest correction slip issued by Railway board. | item2166 | 1 | MT |
| 2167 | 2167 | Felling trees of girth (measured at a height of 1m above ground level) including lead and stacking of material within 100m. Note : 1. When stumps are grubbed up in addition, the rates shall be doubled for trees cut and grubbed. 2. Payment for grubbing shall only be made where specially ordered. 3. Grubbing shall be ordered only where it is essential to remove the stumps, including the roots, as per specification. 4. Grubbing shall include removal of roots of trees and saplings to a depth of 60 cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower. | item2167 | ||
| 2168 | 2168 | a) Girth over 30 cm and upto 60 cm | item2168 | 1 | Eacb |
| 2169 | 2169 | b) Girth over 60 cm and upto 1.5m | item2169 | 1 | Eacb |
| 2170 | 2170 | c) Girth over 1.5m upto 3 m | item2170 | 1 | Eacb |
| 2171 | 2171 | d) Girth over 3 m | item2171 | 1 | Eacb |
| 2172 | 2172 | Providing and fixing at or near ground level, Precast M 20 grade cement concrete as per approved design and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), including the cost of required centering and shuttering complete but excluding the cost of cement.(cast at site) | item2172 | 1 | Cum |
| 2173 | 2173 | Providing and laying in position M 20 Grade concrete for reinforced concrete structural elements but excluding cost of centering, shuttering, reinforcement and Admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge | item2173 | ||
| 2174 | 2174 | a) All work upto plinth level, including raft foundation of washable aprons, HS tank, pile cap, footings of FOB, and Platform shelter etc. | item2174 | 1 | Cum |
| 2175 | 2175 | b) All work in buildings above plinth level upto floor two level. | item2175 | 1 | Cum |
| 2176 | 2176 | Providing, hoisting and fixing in position upto floor two level M20 Grade precast RCC work including setting in cement plaster 1:3 (1Cement:3 Coarse ) and finishing smooth with 6mm thick Cement plaster 1:3 (1Cement :3 Fine sand) on exposed surfaces complete including cost of centering, shuttering, finishing, admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability, excluding cost of cement and steel reinforcement, as per approved plan & direction of Engineer incharge. | item2176 | ||
| 2177 | 2177 | a) In slab for drain covers, manhole covers, flue tops etc. | item2177 | 1 | Cum |
| 2178 | 2178 | b) In blocks of complicated design such as C blocks of cabins, Platform walls etc. | item2178 | 1 | Cum |
| 2179 | 2179 | Providing & fixing Precast Chequered tiles conforming to IS:13801:1993, manufactured under mechanical vibration & hydraulic pressing machine in double layer; top layer of 10 to 12 mm thickness of Dolomite Powder, graded chips, fibre and UV stabilised iron oxide Lanexess colour and bottom layer of 1:3 CC mixed with galvanised steel fibre of approved quality, jointed with neat cement slurry mixed with pigment to match shade of tiles including rubbing and cleaning etc. complete on 20mm thick bed of cement mortar 1:4 of sizes : | item2179 | ||
| 2180 | 2180 | a) 300mm x 300mm x 30mm thick | item2180 | 1 | Sqm |
| 2181 | 2181 | Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix Cement Concrete M35 grade (Cast - in Situ) In Bottom/top slab, side walls, toe wall and sumps haunch filling head walls or any other component using 20 mm graded crushed stone aggregate and coarse sand of approved quality of cast-in-situ RCC box of size upto 5 M (bigger inside dimension) including finishing, Admixtures in recommended proportions (as per IS 9103), if approved in Mix design, to accelerate, retard setting of concrete, improve workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. Payment for cement, reinforcement and shuttering shall be paid extra. Special Condition :- This item to be operated for RCC box of span higher that 5.0m also. | item2181 | 1 | Cum |
| 2182 | 2182 | Supplying and spreading blanketing material conforming to RDSO specifications on top of formation. The item shall include cost of blanketing material, its handling, transportation to site, crossing of tracks or any other obstructions, spreading & dressing to required slope with all leads and lifts etc. complete. The item shall also include compaction by mechanical means to achieve a relative density of layers determined as per IS:2720 (Part-XIV) in layers including carrying out field tests at prescribed intervals. | item2182 | 1 | Cum |
| 2183 | 2183 | Turfing of surface area of newly constructed formation slopes with green sods 50 mm thick as approved by the Engineer-in-charge.The item includes supply of sods,its transportation,leading, lifting and watering. Safeguarding of the same until properly rooted through the formation soil. | item2183 | 1 | Sqm |
| 2184 | 2184 | Providing and removing barricading with the help of portable fencing along the running track where the work is to be done in close vicinity of the track. Fencing shall consist of self supporting steel angles of size 50 x50x6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23x0.23x0.23M placed at c/c distance of 2.0 M along the track. 12 mm dia rods in three horizontal layers tack welded with the angle posts including providing green colour cloth & Retro-reflective tapes in Horizontal & vertical direction. Note : Released material will be the property of the contractor after the completion of work. Cost of cement to be paid separately. | item2184 | 1 | Mtr |
| 2185 | 2185 | Supply and stacking of Mono block 60 kg prestressed concrete sleepers. The item includes loading, transportation, unloading and stacking at Site as per direction of Engineer - in - Charge . | item2185 | ||
| 2186 | 2186 | a) As per RDSO Drg. No. T-2496 | item2186 | 1 | Each |
| 2187 | 2187 | b) As per RDSO Drg. No. T-4148 for Level Crossings. | item2187 | 1 | Each |
| 2188 | 2188 | c) As per RDSO Drg. No. T-4170, 4173 for Curve Sleeper. | item2188 | 1 | Each |
| 2189 | 2189 | d) As per RDSO Drg. No. T-4865, for 1 in 8.5 turn out including approach & exit sleepers (67 sleepers per set) | item2189 | 1 | Per set |
| 2190 | 2190 | e) As per RDSO Drg. No. T-6068 for derailing switch including approach & exit sleepers (31 sleepers per set),RT-4793 to RT-4806,RT-6770 to RT-6775 for RH,RT-6776 to 6781 for LH. | item2190 | 1 | Per set |
| 2191 | 2191 | f ) PSC sleeper for Guard Rails on aaproach of Br. Drg. No. T-4089 to T-4097 (containing 11 sleepers per set | item2191 | 1 | Per set |
| 2192 | 2192 | Supply and stacking of fish plate 1.0 m (for 60 kg rails) (T-5916). With its bolts & nuts (T-1899) of size 25 mm x140 mm. | item2192 | 1 | Pair |
| 2193 | 2193 | Supply of C.M.S crossing as per RDSO Drg.No.4967/1(for 60 kg rails) for 1 in 8.5 turnouts. | item2193 | 1 | Each |
| 2194 | 2194 | Supplying and stacking of machine crushed Track Ballast conforming to RDSO Specification of Track Ballast. Stacking of ballast to be done at site as per direction of Engineer in Charge including all types of transportation up to the site, including all leads, lifts, crossing of tracks and any other obstructions. The item includes leveling of the stacking space properly. No deduction will be made on stack measurement for shrinkage. | item2194 | 1 | Cum |
| 2195 | 2195 | Fabrication & Supply from owner's Rails glued joints as per RDSO Drg. no T-5843 complete with all fitting and fastening . The rate include cost of all material and labour except the cost of rails. Owner's Rails to the extent required shall be issued at Employer's store. The rate includes cost of transportation of Owner's rails from the stacks of rails available at Employer's store to the works for fabrication/manufacture of glued joints. and after getting manufactured / fabricated by approved manufacturers / fabricators transporting back to site of work for linking by the contractor. | item2195 | 1 | Each |
| 2196 | 2196 | Supply of 1 in 12 points and crossings of 60 kg rails to RDSO Drg.No T- 4218, 4219 & 4220 complete with all parts as listed in the above drawings such as , fish plates, fish bolts, bearing plates, rail screws, leading and following stretcher bars, brackets, lugs with all fittings complete as per latest IRS specification Including supply of Henry William type self reversing spring hand lever box and connecting rods, bolts & nuts for fixing with PSC sleepers and all other fittings etc.complete but excluding supply of PSC sleepers and Lead rails. | item2196 | 1 | Each |
| 2197 | 2197 | a) For 1 in 12 turnout to RDSO drg No.T 4218 ( 1 set contains 96 no of sleepers) | item2197 | 1 | Per set |
| 2198 | 2198 | b) Extra over item no 2.6 (above), for supply of Thick web switch to RDSO drg No. 6155 in place of curved switch to RDSO drg No. T-4219. | item2198 | 1 | Set |
| 2199 | 2199 | Fabrication and supply of switch Assembly and check rails at site as specified | item2199 | 1 | Per set |
| 2200 | 2200 | Laying and linking of turnout as specified above. | item2200 | 1 | Per set |
| 2201 | 2201 | Assembling and laying of 60 Kg/ 52 kg 1 in 12 points and crossings on all types of sleepers duly one initial through packing upto the required level complete as per drawing and to the satisfaction of engineer at site complete in all respects with point lever box fixed in position as required and ready for operation. Rate includes loading, leading all the materials from his stores to the site of work, unloading and handling all the material with all leads and lifts. | item2201 | 1 | Set |
| 2202 | 2202 | Through packing of 1 in 12 turnout on any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, super elevation etc. on both straight and curve track laid with contractor's tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge. | item2202 | ||
| 2203 | 2203 | a) First through conventional packing | item2203 | 1 | Per Set |
| 2204 | 2204 | b) Second through conventional packing. Payment of this item will be released after rolling of engine. | item2204 | 1 | Per Set |
| 2205 | 2205 | c) 3rd through packing (Under specific orders of Engineer-in-charge) | item2205 | 1 | Per Set |
| 2206 | 2206 | Linking of track with 60 kg rails on PSC sleepers with approx. 1660 sleepers per km laid to prescribed spacings complete with all standard relevant fittings duly secured track being laid to specified gauge and alingment with one initial through packing, maintaining correct level of both rails and providing necessary superelevation on curves. Transportation of Rails from stores to place of work shall be paid extra as per relevent item of the schedule. However the rate includes loading, leading of all other materials from his stores to the site of work, unloading and handling etc with all leads and lifts. Payment for cutting of rails, drilling of holes/welding will be paid separately. | item2206 | 1 | Track Metre |
| 2207 | 2207 | a) First through conventional packing | item2207 | 1 | Track Metre |
| 2208 | 2208 | b) Second through conventional packing. Payment of this item will be released after rolling of engine. | item2208 | 1 | Track Metre |
| 2209 | 2209 | Handling, lifting, loading, unloading, leading and spreading stacked track ballast in two layers including light rolling of bed to a uniform level by using 5 to 10 Ton light rollers (minimum two passes) for preparation of ballast bed of required thickness for giving ballast cushion of 300mm. The ballast shall be lead from existing stacks to the proposed alignment of the track and spread there to make ballast bed for the track including subsequent making up of ballast cushion after linking, packing of track as required to make proper ballast profile on straight or on curves including ballast in shoulders and cribs as a complete job. Quantity of ballast as used in track shall be paid for as per measurement of Stacked Ballast. | item2209 | 1 | Cum |
| 2210 | 2210 | Welding of rail joints of IRS T-12 60kg rail with Short Pre Heat, Thermit Welding (SKV) process/Flash Butt process with mobile unit can also can be done as per relevant specification at same rate on the cess or insitu including USFD test of all welded joints and painting as specified in IRS specification of fusion welding of rail by AT process to IRS T-19/1994 and Manual for fusion welding of rails by AT process, 2006. The ITEM includes USFD testing of all joints as per specifications.\nNotes: Contractor may also do Flash Butt welding of Joints using mobile flash butt welding plant as per Railway Standard relevent manual. Nothing extra shall be payable on this account. | item2210 | 1 | Each |
| 2211 | 2211 | a) Extra for transverse breaking load test of Thermit welded joints as per clause 4 of IRS specification T-19 including all labour and material complete. The contractor has to arrange the testing of joints from the approved laboratory/test house. After testing test pieces of rails to be returned back to Employers store. | item2211 | 1 | Each |
| 2212 | 2212 | Fabrication, erection and fixing of dead ends with owner's rails as per drawing. The item includes drilling of holes in rails, providing stopper Rails, including transporting and fixing of rail pieces across the track at specified height and all other fixtures as per approved plan, including painting, all lead, lift, transportation, etc. complete as per direction of Engineer in charge. New/Second hand Rails required for the work shall be provided by Employers store. The item includes all transportation of rails. | item2212 | 1 | Each |
| 2213 | 2213 | Painting of rail surface complete except the rail table with protective paint one coat of red oxide as primer to specification IS-2074 followed by two coats of bituminous emulsion to specification IRS-P-30-1996 as per IRPWM Para 250. The item includes removing and cleaning the rail from dust and rust before applying paint. The rate also includes supply of paint, consumables and tools etc. \n | item2213 | 1 | RM |
| 2214 | 2214 | Supply of derailing switch 1 in 8-1/2, 60 kg rails loose heel type as per RDSO Drg.No T- 6068 with switch gauge tie plate, tongue and stock rails, all bolts and nuts, washers, plate screws, rail screws, stretcher bars, lugs, brackets, pull rod etc. complete as listed in drawing including supply of Henry William type self reversing spring hand lever box and connecting rods, bolts & nuts for fixing with PSC sleepers and all other fittings etc. complete but excluding supply of PSC sleepers. | item2214 | 1 | Set |
| 2215 | 2215 | Fabrication and fixing Guard rails made out of specified rail section on bridges complete. The quoted rate includes cost of handling and leading of rails required for fabrication of guard rails from the project area to tlhe maufactures workshop and finished materials from the manufacturers workshop to the site of work including supply of all requisite fittings (excluding rails screws, fish plates & fish bolts) with contractor's labours and materials, all leads, lifts, ascends, descends, crossing of tracks, flaring fof rails ends, painting with black paint etc., complete as per latest drawing and as per specifications. (The rails required for manufacture of guard rails will be issued by the employer free of cost in the project area). Each side guard rail will be measured separately for payment. | item2215 | 1 | per running metre of rail |
| 2216 | 2216 | Fabrication and fixing check rails made out of specified rail section on level crossings. The quoted rate includes cost of handling and leading of rails required for fabrication of check rails from the project area to the maufactures workshop and finished materials from the manufacturers workshop to the site of work with contractor's labours and materials, all leads, lifts, ascends, descends, crossing of tracks, flaring fof rails ends, etc., complete as per latest drawing and as per specifications. (The rails required for manufacture of check rails will be issued by the employer free of cost in the project area). Each side check rail will be measured separately for payment. Rate excludes supply of brackets, fish plates & fish bolts. | item2216 | 1 | per running metre of rail |
| 2217 | 2217 | Insertion of glued joints (60 Kg/52kg) of approx 6.5 m length in running lines with/without block with contractors tools, plants, labour, including respacing of sleepers if required. Payment for cutting of rails, drilling of holes/welding will be paid separately. | item2217 | 1 | Each |
| 2218 | 2218 | Assembling & laying of SEJ (60 Kg/52 kg) with or with out block with all oprations like insertion of sleepers, fittings, chairs etc . complete. | item2218 | 1 | Each |
| 2219 | 2219 | Drilling of holes in 60/52 kg rails of 32 mm.dia or as per specification including chamfering with contractor's own tools and labour etc. | item2219 | 1 | Each |
| 2220 | 2220 | Cutting of rails of 60 kg/52kg with contractor's Abrasive Disc Cutter complete including men, material, fuel etc true to square. | item2220 | 1 | Each |
| 2221 | 2221 | Greasing gauge face of rails with contractor's approved quality graphite grease as per IS 480 Gr \"0\" with all contractor's labour, tools & plants, all leads and other incidental charges etc complete. | item2221 | 1 | per track metre |
| 2222 | 2222 | Providing and fixing fencing at level crossing approaches as per the approved design and drawing made of MS flats 50x6 MM complete along with posts made of ISA 100x100x10 MM @ 3m centre to centre including casting of foundation in 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 MM nominal size) cement concrete blocks of size 400x400x600 MM and other incidental works as per direction of Engineer. Payment for earthwork and concreting shall be paid extra separately. | item2222 | 1 | Quintal |
| 2223 | 2223 | Slewing of B.G. track comprising 60 KG, 52 KG, 90 R rails on all types of sleepers to any density under traffic block upto a lateral slew of 150 MM or part thereof including removing and relocating existing ballast, packing with bars or off track tampers to achieve alignment, longitudinal levels and cross levels for running trains at a minimum speed of 20 KMPH on restoring traffic after the block and dressing up to correct profile. | item2223 | 1 | Track metre |
| 2224 | 2224 | Fabricating, supplying, painting, lettering and fixing in position the following items : | item2224 | ||
| 2225 | 2225 | a) Fouling marks as per drawings made of RCC M-15 | item2225 | 1 | Each |
| 2226 | 2226 | b) Km. Posts made of RCC (M-15) as per drawing. | item2226 | 1 | Each |
| 2227 | 2227 | Fixing of latticed steel portal Height Guages in both road approaches of road under bridges to prevent striking of ODC vehicles fron hitting the OHE duly fixed in position with holding down bolts on concrete foundation with contractor's steel conforming to IS:2062 -1999 including fabrication ,assembly .erction ,riveting/welding,bolting ,initial coats of zinc chromate priming conforming to relevant IS specification and three subsequent coats of paint approved quality and shade after erection on all surface complete.Rate includes the cost of road traffic regulation and all safety measures required for the job (As per RDSO Drg.No RDSO/M-001) | item2227 | 1 | MT |
| 2228 | 2228 | Fabrication from owners rails and fixing in position 52 kg ,90 UTS,T-12 CHECK RAIL on laidtrack at level crossing on both sides rails including all leads,lifts,cutting of rails and flanges for linking on PSC sleepers to RDSO Drg.No 4148A including drilling & chamfering of holes including painting with coal tar,supplying & fixing all fittings as per RDSO drg including MS brackets,MS bolts & nuts,spring washers/packing plates ,distance blocks etc.for check rails,complete as per RDSO drg.no.T-4783 complete.(payment shall be made on the basis of the running track metre measured from end to end of check rail along the centre line of track as seen in the plan).Fabrication of 52 kg check rail should conform to RDSO drg no.T-4215.Second hand rails for check rail shall be provided by at store.The rails are required to be transported by contractor's own transporting arrange ment from yhe stacks of rails available at store to the site of works for fabrication/manufacture of check rails etc and after getting manufactured/fabricated by approved by approved manufactured/fabricators the same will be transported to site of works for linking by the contractor.The item includes all transportation. | item2228 | 1 | Track Metre |
| 2229 | 2229 | Dismantling of existing height gauge on one side of track including excavation of earth, dismantling of concrete and erecting the same at new location as directed by engineer and including necessary modifications, tools, plants, labour, materials etc. Concreting and excavation shall be paid separately under relevant item of schedule. | item2229 | 1 | Each |
| 2230 | 2230 | Provision of Buffer stop of 60 kg, 52 kg, 90 R rail section as per plan including paintng with all contractor's materials, luminous paint etc as directed by the engineer. | item2230 | 1 | Each |
| 2231 | 2231 | Dismantling existing Track laid with 60 Kg/52 Kg / 90R rail including SEJ and Glued joints with all types of sleepers, having any sleeper density with fittings and fastenings including dismantling of rails, sleepers, fittings, cutting of bolts & nuts by gas cutter if necessary, classification of material to be released by paint marks, making joint inventory with site Engineer before dismantling, leading to the nearest station or manned level crossing or road loading point as directed by the engineer and stacking materials in different stacks as per classification . Cutting of rails, if required, shall be done by Abrasive disc cutter / rail cutting machine (Gas cutting is not allowed) and will be paid for separately. | item2231 | 1 | Track metre |
| 2232 | 2232 | Dismantling existing Track laid with 60 Kg/52 Kg / 90R rail including SEJ and Glued joints with all types of sleepers, having any sleeper density with fittings and fastenings including dismantling of rails, sleepers, fittings, cutting of bolts & nuts by gas cutter if necessary, classification of material to be released by paint marks, making joint inventory with site Engineer before dismantling, leading to the nearest station or manned level crossing or road loading point as directed by the engineer and stacking materials in different stacks as per classification . Cutting of rails, if required, shall be done by Abrasive disc cutter / rail cutting machine (Gas cutting is not allowed) and will be paid for separately. | item2232 | 1 | Track metre |
| 2233 | 2233 | Dismantling of existing 1 in 8.5 Turn-out/Sym. split of 60 kg / 52Kg / 90R raii with Steel/ Wooden/ PSC sleepers with fittings and fastenings including dismantling of rails, sleepers, fittings, cutting of bolts & nuts by gas cutter if necessary, classification of material to be released by paint marks, making joint inventory with site Engineer before dismantling, leading to the nearest station or manned level crossing or road loading point as directed by the engineer, stacking materials in different stacks as per classification. Cutting of rails, if required, shall be done by Abrasive disc cutter / rail cutting machine (Gas cutting is not allowed) and will be paid for separately.\nTurnout shall be considered from stock rail joint (Sleeper No.1) as marked on turnout drawing up to the last through sleeper of the turnout coverinq both tracks of the turnout.\n | item2233 | 1 | Set |
| 2234 | 2234 | Supply and fixing of fouling marks 1500 mm length, 250 mm wide & 125 mm thick with top edges rounded off made up of Precast Cement Concrete M 15 grade with 20 mm graded stone aggregate as per approved drawing, including white washing & painting letters with all labour, materials, mechanical mixing, vibrating tools and plants and all leads and lifts as a complete job. | item2234 | 1 | Each |
| 2235 | 2235 | Manufacturing, fabricating, supply and fixing in position of steel boards e.g. W/L boards, STOP boards, Caution boards for L-Xing with stand or any other similar type of boards as per drawing and specification mention in IRPWM with contractor's all materials such as steel sheets (5mm thick), M.S. angles (65 x 65 x 10mm), electrodes, etc. including earth work in excavation & grouting complete in all respect. The rate should be inclusive of painting with two coats of priming coat of approved quality, lettering including supply of contractor's paint with all lead, lift, ascent, descent, etc. | item2235 | 1 | Each |
| 2236 | 2236 | Dismantling the existing gate posts with lifting barrier, whistle boards, road sign boards and refixing of gate posts, lifting barrier, whistle boards, road sign boards at new location along the proposed alignment of track at manned level crossings (including painting of barriers & boards as required). Note: Concreting required for refixing shall be paid under relevant items of schedule. (Engineering gates only) On one side of track only. | item2236 | 1 | Level Xing |
| 2237 | 2237 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within50 metres lead as per direction of Engineer - in- charge. | item2237 | 1 | cum |
| 2238 | 2238 | Demolishing brick work manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge | item2238 | ||
| 2239 | 2239 | a) From brick work in cement mortar | item2239 | 1 | cum |
| 2240 | 2240 | b) Removing mortar from bricks and cleaning bricks including stackingwithin a lead of 50 m (stacks of cleaned bricks shall be measured): | item2240 | 1 | 1000 Nos |
| 2241 | 2241 | Dismantling doors, windows and clerestory windows (steel or wood)shutter including chowkhats, architrave, holdfasts etc. complete andstacking within 50 metres lead : | item2241 | ||
| 2242 | 2242 | a) Of area 3 sq. metres and below | item2242 | 1 | Each |
| 2243 | 2243 | b) Of area beyond 3 sq. metres | item2243 | 1 | Each |
| 2244 | 2244 | c) Extra for cutting reinforcement bars manually/ by mechanical meansin R.C.C. or R.B. work (Payment shall be made on the crosssectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge | item2244 | 1 | sqm |
| 2245 | 2245 | Painting of particulars of turnouts and derailing switches including turn in curves on the inside web of outer rail with stencils of specified height in black enamel paint on surface of specified length painted with two coats of yellow enamel paint over a primer coat painted after cleaning the surface free from dust. | item2245 | 1 | Turn out |
| 2246 | 2246 | Supplying and fixing hard wood wooden distant blocks of size 250 x 125 mm & 855 mm in length between one side of rail of track and platform wall at 30 m interval along the length of platform with contractor's material, labour, tools and equipment etc. complete as directed by engineer. | item2246 | 1 | Each |
| 2247 | 2247 | Collection and removal of P.Way materials viz. PSC sleepers, rails etc from the proposed alignment, loading into contractor's vehicles, leading to the nearest crossing station as directed, unloading and stacking in a neat and countable manner as directed by engineer . Note: Weight of PSC sleepers will be taken as 275 kg and rails, p.way fittings etc. as 95% of standard weight. | item2247 | 1 | MT |
| 2248 | 2248 | Supply of normal Fish plate 52 Kg as per RDSO Drg No. T-090(M) with bolts as per RDSO Drg. No. 11501 (One set includes 2 fishplates and four bolts) | item2248 | 1 | Set |
| 2249 | 2249 | Supply of one metre long Fish plate for 52 Kg rails as per RDSO Drg No. T- 5915 with bolt as per drg no. T-11501 (One set include 2 fishplates and six bolts) | item2249 | 1 | Set |
| 2250 | 2250 | Supply of 60 kg Joggled fishplate to RDSO Drg No.T-4016 with clamps to RDSO Drg No.T- 4017 & 4017/1 including one bolt to RDSO Drg No. T-11524 (one set comprises of two fishplates and 4 clamps of each type and four bolts and 8 no. special washers) | item2250 | 1 | Set |
| 2251 | 2251 | Supply of Combination Fish plate 60/ 52 Kg as per RDSO Drg No. T-696, T- 697, T-698, T- 699 with bolt as per RDSO Drg. (One set includes 4 fishplates(one of each type) and eight bolts : T-1899-2 nos, T-700-4 nos & T-11501-2 nos) | item2251 | 1 | Set |
| 2252 | 2252 | Supply of Elastic Rail Clips Mark - III, as per Drg No RDSO/ -3701 | item2252 | 1 | Each |
| 2253 | 2253 | Supply of Elastic Rail Clips (\"J-Clips\") for fish plated rail joints to RDSO Drawing No. T-4158 | item2253 | 1 | Each |
| 2254 | 2254 | End cut GFN liner - 60 kg Manufacture and supply of end cut 60 kg Glass filled nylon 66 insulating liner confirming to RDSO drg. No. T-3706 with latest alteration and as per IRS specifcation T-44-1995 with latest alteration. Note: End cut is to be done for glued joint as per RDSO drawing no. T-4511 with latest alteration complete. | item2254 | 1 | Each |
| 2255 | 2255 | Supply of GFN liners suitable for 52 kg rail on 60 kg PSC sleepers as per RDSO Drg No / T-3707(GS) and T-3708 (NGS), (one set comprises of one liner of each type.) | item2255 | 1 | Set |
| 2256 | 2256 | Supply of GFN liners suitable for 60 kg rail on 60 kg PSC sleepers as per Drg No RDSO/ T-3706 | item2256 | 1 | Each |
| 2257 | 2257 | End cut combination GFN liner Manufacture and supply of end cut combination GFN liner 60/52 kg confirming to RDSO drg. No. T-3707a & 3708a with latest alteration and as per IRS specifcation T-44-1995 with latest alteration. | item2257 | 1 | Set |
| 2258 | 2258 | Supply of rail screws to RDSO drg no. T-1035/10675 | item2258 | 1 | Each |
| 2259 | 2259 | Supply of screw clamps for fish plates as per RDSO drg no. T-5856 | item2259 | 1 | Each |
| 2260 | 2260 | Supply of 52kg Glued Joints G 3 (L) type with 10 mm thick end post, 6.5 m long as per latest RDSO drg & specifications. | item2260 | 1 | Each |
| 2261 | 2261 | Supply of 60kg Glued Joints G 3 (L) type with 10 mm thick end post, 6.5 m long as per latest RDSO drg & specifications. | item2261 | 1 | Each |
| 2262 | 2262 | Supply of Grooved rubber sole plate suitable for 52/60 kg rail on 60 kg PSC sleepers as per drg No RDSO/ T-3711 | item2262 | 1 | Each |
| 2263 | 2263 | Supply of cast iron brackets for fixing at check rail along with bolts & nuts, packing plates, spring washers etc. conforming to latest IRS specification and RDSO drg. 60 0kg running rail+52kg check rail | item2263 | 1 | Set |
| 2264 | 2264 | Supply of Grooved rubber sole plate suitable for 52/60 kg rail on 60 kg PSC sleepers as per drg No RDSO/ T-3711 | item2264 | 1 | Each |
| 2265 | 2265 | Providing and laying Pitching with stone boulders weighing not less than 35 kg each with the voids filled with cement sand mortar 1:4 on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (Filter media to be paid separately under the relevant item) | item2265 | 1 | cum |
| 2266 | 2266 | Providing, cutting, fabricating, treating, fixing & painting structural steel conforming to IS:2062 in access ladders, inspection platforms, Trolley refugee, railing, etc, joints welded to neat finish including one coat of primer & two coats of synthetic enamel paints | item2266 | 1 | MT |
| 2267 | 2267 | Precast RCC standard posts (for barbed wire fencing ) 1.8 m long | item2267 | 1 | Each |
| 2268 | 2268 | Providing 1.2m high fencing with 1.8m R.C.C. Post placed every 3m apart, embedded in cement concrete blocks, every 15th post (or nearer if there is abrupt change of ground slope), last but one end post and corner post shall be strutted on both sides and end post one side only, and struts embedded in cement concrete blocks, provided with 5 horizontal lines and two diagonals of G.I. barbed wire 9.38kg per 100metres (min) between the two posts fitted and fixed with G.I. staples on turn buckles or G.I. binding wire tied to 6mm bar nibs fixed while casting the post (cost of posts, struts and concrete to be paid for separately) | item2268 | 1 | metre |
| 2269 | 2269 | Supply and using cement at worksite: | item2269 | ||
| 2270 | 2270 | a) OPC 43 grade | item2270 | 1 | Tonne |
| 2271 | 2271 | b) Thermo-Mechanically Treated bars. | item2271 | 1 | kg |
| 2272 | 2272 | Schedule- E (Supply and Execution TW) E(v)- Manani | item2272 | ||
| 2273 | 2273 | Earth work in cutting (Classified) in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, machine and materials and removing & leading all cut spoils either to make spoil dumps beyond 10m from cutting edge or for filling in embankment with all leads within the section limit, lifts, ascent, descent, loading, unloading, all taxes/royalty, clearance of site and all incidental charges, bailing & pumping out water if required etc., complete as per directions of the Engineer-in-charge. The work is to be executed as per Latest/updated edition of \"Guidelines for Earthwork in Railway Projects \"issued by RDSO,Lucknow. Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Special conditions of contract.\n Note:- (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped/stacked.\n(ii) All hard rock/and boulders not fit for filling will be stacked by the contractor and will be property of the Railways. | item2273 | ||
| 2274 | 2274 | a) In all conditions and classifications of soil except rock. | item2274 | 1 | Cum |
| 2275 | 2275 | b) Soft rock not requiring blasting in all Conditions | item2275 | 1 | Cum |
| 2276 | 2276 | Earthwork in filling with owner surplus earth in formation and Approaches of Bridges as per RDSO Guidelines for Earthwork in Railway Projects GE: G-1. The item shall include all lead, ascends, descends, crossing of track or any other obstruction, handling, rehandling, leading, loading, unloading, spreading in layers, dressing as per specification including compaction by mechanical means as per RDSO specifications. | item2276 | 1 | Cum |
| 2277 | 2277 | Extra for mechanical compaction of earth/blanketing material filled in embankment with contractor's rollers of suitable capacity, type and size to achieve specified density as per specification, testing as per IS codes incl. cost of water, T&P consumable material and all labour as a complete job. The work is to be executed as per Latest edition of \"Guidelines for Earthwork in Railway Projects\" issued by RDSO,Lucknow. | item2277 | 1 | Cum |
| 2278 | 2278 | Supply including transporting loading unloading,handling and stacking in position 60kg 90 UTS (13M) prime quality Rails 9cLASS A) as per IRS T-12/2009 and as per latest correction slip issued by Railway board. | item2278 | 1 | MT |
| 2279 | 2279 | Felling trees of girth (measured at a height of 1m above ground level) including lead and stacking of material within 100m. Note : 1. When stumps are grubbed up in addition, the rates shall be doubled for trees cut and grubbed. 2. Payment for grubbing shall only be made where specially ordered. 3. Grubbing shall be ordered only where it is essential to remove the stumps, including the roots, as per specification. 4. Grubbing shall include removal of roots of trees and saplings to a depth of 60 cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower. | item2279 | ||
| 2280 | 2280 | a) Girth over 30 cm and upto 60 cm | item2280 | 1 | Eacb |
| 2281 | 2281 | b) Girth over 60 cm and upto 1.5m | item2281 | 1 | Eacb |
| 2282 | 2282 | c) Girth over 1.5m upto 3 m | item2282 | 1 | Eacb |
| 2283 | 2283 | d) Girth over 3 m | item2283 | 1 | Eacb |
| 2284 | 2284 | Providing and fixing at or near ground level, Precast M 20 grade cement concrete as per approved design and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), including the cost of required centering and shuttering complete but excluding the cost of cement.(cast at site) | item2284 | 1 | Cum |
| 2285 | 2285 | Providing and laying in position M 20 Grade concrete for reinforced concrete structural elements but excluding cost of centering, shuttering, reinforcement and Admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge | item2285 | ||
| 2286 | 2286 | a) All work upto plinth level, including raft foundation of washable aprons, HS tank, pile cap, footings of FOB, and Platform shelter etc. | item2286 | 1 | Cum |
| 2287 | 2287 | b) All work in buildings above plinth level upto floor two level. | item2287 | 1 | Cum |
| 2288 | 2288 | Providing, hoisting and fixing in position upto floor two level M20 Grade precast RCC work including setting in cement plaster 1:3 (1Cement:3 Coarse ) and finishing smooth with 6mm thick Cement plaster 1:3 (1Cement :3 Fine sand) on exposed surfaces complete including cost of centering, shuttering, finishing, admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability, excluding cost of cement and steel reinforcement, as per approved plan & direction of Engineer incharge. | item2288 | ||
| 2289 | 2289 | a) In slab for drain covers, manhole covers, flue tops etc. | item2289 | 1 | Cum |
| 2290 | 2290 | b) In blocks of complicated design such as C blocks of cabins, Platform walls etc. | item2290 | 1 | Cum |
| 2291 | 2291 | Providing & fixing Precast Chequered tiles conforming to IS:13801:1993, manufactured under mechanical vibration & hydraulic pressing machine in double layer; top layer of 10 to 12 mm thickness of Dolomite Powder, graded chips, fibre and UV stabilised iron oxide Lanexess colour and bottom layer of 1:3 CC mixed with galvanised steel fibre of approved quality, jointed with neat cement slurry mixed with pigment to match shade of tiles including rubbing and cleaning etc. complete on 20mm thick bed of cement mortar 1:4 of sizes : | item2291 | ||
| 2292 | 2292 | a) 300mm x 300mm x 30mm thick | item2292 | 1 | Sqm |
| 2293 | 2293 | Supplying and spreading blanketing material conforming to RDSO specifications on top of formation. The item shall include cost of blanketing material, its handling, transportation to site, crossing of tracks or any other obstructions, spreading & dressing to required slope with all leads and lifts etc. complete. The item shall also include compaction by mechanical means to achieve a relative density of layers determined as per IS:2720 (Part-XIV) in layers including carrying out field tests at prescribed intervals. | item2293 | 1 | Cum |
| 2294 | 2294 | Turfing of surface area of newly constructed formation slopes with green sods 50 mm thick as approved by the Engineer-in-charge.The item includes supply of sods,its transportation,leading, lifting and watering. Safeguarding of the same until properly rooted through the formation soil. | item2294 | 1 | Sqm |
| 2295 | 2295 | Providing and removing barricading with the help of portable fencing along the running track where the work is to be done in close vicinity of the track. Fencing shall consist of self supporting steel angles of size 50 x50x6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23x0.23x0.23M placed at c/c distance of 2.0 M along the track. 12 mm dia rods in three horizontal layers tack welded with the angle posts including providing green colour cloth & Retro-reflective tapes in Horizontal & vertical direction. Note : Released material will be the property of the contractor after the completion of work. Cost of cement to be paid separately. | item2295 | 1 | Mtr |
| 2296 | 2296 | Supply and stacking of Mono block 60 kg prestressed concrete sleepers. The item includes loading, transportation, unloading and stacking at Site as per direction of Engineer - in - Charge . | item2296 | ||
| 2297 | 2297 | a) As per RDSO Drg. No. T-2496 | item2297 | 1 | Each |
| 2298 | 2298 | b) As per RDSO Drg. No. T-4148 for Level Crossings. | item2298 | 1 | Each |
| 2299 | 2299 | c) As per RDSO Drg. No. T-4170, 4173 for Curve Sleeper. | item2299 | 1 | Each |
| 2300 | 2300 | Supply and stacking of fish plate 1.0 m (for 60 kg rails) (T-5916). With its bolts & nuts (T-1899) of size 25 mm x140 mm. | item2300 | 1 | Pair |
| 2301 | 2301 | Supply of C.M.S crossing as per RDSO Drg.No.4967/1(for 60 kg rails) for 1 in 8.5 turnouts. | item2301 | 1 | Each |
| 2302 | 2302 | Supplying and stacking of machine crushed Track Ballast conforming to RDSO Specification of Track Ballast. Stacking of ballast to be done at site as per direction of Engineer in Charge including all types of transportation up to the site, including all leads, lifts, crossing of tracks and any other obstructions. The item includes leveling of the stacking space properly. No deduction will be made on stack measurement for shrinkage. | item2302 | 1 | Cum |
| 2303 | 2303 | Fabrication & Supply from owner's Rails glued joints as per RDSO Drg. no T-5843 complete with all fitting and fastening . The rate include cost of all material and labour except the cost of rails. Owner's Rails to the extent required shall be issued at Employer's store. The rate includes cost of transportation of Owner's rails from the stacks of rails available at Employer's store to the works for fabrication/manufacture of glued joints. and after getting manufactured / fabricated by approved manufacturers / fabricators transporting back to site of work for linking by the contractor. | item2303 | 1 | Each |
| 2304 | 2304 | Supply of 1 in 12 points and crossings of 60 kg rails to RDSO Drg.No T- 4218, 4219 & 4220 complete with all parts as listed in the above drawings such as , fish plates, fish bolts, bearing plates, rail screws, leading and following stretcher bars, brackets, lugs with all fittings complete as per latest IRS specification Including supply of Henry William type self reversing spring hand lever box and connecting rods, bolts & nuts for fixing with PSC sleepers and all other fittings etc.complete but excluding supply of PSC sleepers and Lead rails. | item2304 | 1 | Each |
| 2305 | 2305 | a) For 1 in 12 turnout to RDSO drg No.T 4218 ( 1 set contains 96 no of sleepers) | item2305 | 1 | Per set |
| 2306 | 2306 | Fabrication and supply of switch Assembly and check rails at site as specified | item2306 | 1 | Per set |
| 2307 | 2307 | Laying and linking of turnout as specified above. | item2307 | 1 | Per set |
| 2308 | 2308 | Assembling and laying of 60 Kg/ 52 kg 1 in 12 points and crossings on all types of sleepers duly one initial through packing upto the required level complete as per drawing and to the satisfaction of engineer at site complete in all respects with point lever box fixed in position as required and ready for operation. Rate includes loading, leading all the materials from his stores to the site of work, unloading and handling all the material with all leads and lifts. | item2308 | 1 | Each |
| 2309 | 2309 | Through packing of 1 in 12 turnout on any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, super elevation etc. on both straight and curve track laid with contractor's tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge. | item2309 | ||
| 2310 | 2310 | a) First through conventional packing | item2310 | 1 | Per Set |
| 2311 | 2311 | b) Second through conventional packing. Payment of this item will be released after rolling of engine. | item2311 | 1 | Per Set |
| 2312 | 2312 | c) 3rd through packing (Under specific orders of Engineer-in-charge) | item2312 | 1 | Per Set |
| 2313 | 2313 | Linking of track with 60 kg rails on PSC sleepers with approx. 1660 sleepers per km laid to prescribed spacings complete with all standard relevant fittings duly secured track being laid to specified gauge and alingment with one initial through packing, maintaining correct level of both rails and providing necessary superelevation on curves. Transportation of Rails from stores to place of work shall be paid extra as per relevent item of the schedule. However the rate includes loading, leading of all other materials from his stores to the site of work, unloading and handling etc with all leads and lifts. Payment for cutting of rails, drilling of holes/welding will be paid separately. | item2313 | 1 | Track Metre |
| 2314 | 2314 | Through packing of PSC sleepers with track ballast to maintain correct alignment, cross and longitudinal level as required for maintaining track gauge, versine, super elevation etc. on both straight and curve track with contractors tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge. Through packing of trap/derailing switch is included in this item without any extra payment for the same.Track Ballast required for thye work shall be providedby RITES/UPRVUNL free of cost at Harduaganj TPP store. The track ballast required sshall be transported by contractor's own transporting arrangemenr from the stacks of track ballast available at UPRVUNL, Harduaganj TPP store. The item includes all transportations. | item2314 | ||
| 2315 | 2315 | a) First through conventional packing | item2315 | 1 | Track Metre |
| 2316 | 2316 | b) Second through conventional packing. Payment of this item will be released after rolling of engine. | item2316 | 1 | Track Metre |
| 2317 | 2317 | Handling, lifting, loading, unloading, leading and spreading stacked track ballast in two layers including light rolling of bed to a uniform level by using 5 to 10 Ton light rollers (minimum two passes) for preparation of ballast bed of required thickness for giving ballast cushion of 300mm. The ballast shall be lead from existing stacks to the proposed alignment of the track and spread there to make ballast bed for the track including subsequent making up of ballast cushion after linking, packing of track as required to make proper ballast profile on straight or on curves including ballast in shoulders and cribs as a complete job. Quantity of ballast as used in track shall be paid for as per measurement of Stacked Ballast. | item2317 | 1 | Cum |
| 2318 | 2318 | Welding of rail joints of IRS T-12 60kg rail with Short Pre Heat, Thermit Welding (SKV) process/Flash Butt process with mobile unit can also can be done as per relevant specification at same rate on the cess or insitu including USFD test of all welded joints and painting as specified in IRS specification of fusion welding of rail by AT process to IRS T-19/1994 and Manual for fusion welding of rails by AT process, 2006. The ITEM includes USFD testing of all joints as per specifications.\nNotes: Contractor may also do Flash Butt welding of Joints using mobile flash butt welding plant as per Railway Standard relevent manual. Nothing extra shall be payable on this account. | item2318 | 1 | Each |
| 2319 | 2319 | a) Extra for transverse breaking load test of Thermit welded joints as per clause 4 of IRS specification T-19 including all labour and material complete. The contractor has to arrange the testing of joints from the approved laboratory/test house. After testing test pieces of rails to be returned back to Employers store. | item2319 | 1 | Each |
| 2320 | 2320 | Fabrication, erection and fixing of dead ends with owner's rails as per drawing. The item includes drilling of holes in rails, providing stopper Rails, including transporting and fixing of rail pieces across the track at specified height and all other fixtures as per approved plan, including painting, all lead, lift, transportation, etc. complete as per direction of Engineer in charge. New/Second hand Rails required for the work shall be provided by Employers store. The item includes all transportation of rails. | item2320 | 1 | Each |
| 2321 | 2321 | Painting of rail surface complete except the rail table with protective paint one coat of red oxide as primer to specification IS-2074 followed by two coats of bituminous emulsion to specification IRS-P-30-1996 as per IRPWM Para 250. The item includes removing and cleaning the rail from dust and rust before applying paint. The rate also includes supply of paint, consumables and tools etc. \n | item2321 | 1 | RM |
| 2322 | 2322 | Fabrication and fixing Guard rails made out of specified rail section on bridges complete. The quoted rate includes cost of handling and leading of rails required for fabrication of guard rails from the project area to tlhe maufactures workshop and finished materials from the manufacturers workshop to the site of work including supply of all requisite fittings (excluding rails screws, fish plates & fish bolts) with contractor's labours and materials, all leads, lifts, ascends, descends, crossing of tracks, flaring fof rails ends, painting with black paint etc., complete as per latest drawing and as per specifications. (The rails required for manufacture of guard rails will be issued by the employer free of cost in the project area). Each side guard rail will be measured separately for payment. | item2322 | 1 | per running metre of rail |
| 2323 | 2323 | Fabrication and fixing check rails made out of specified rail section on level crossings. The quoted rate includes cost of handling and leading of rails required for fabrication of check rails from the project area to the maufactures workshop and finished materials from the manufacturers workshop to the site of work with contractor's labours and materials, all leads, lifts, ascends, descends, crossing of tracks, flaring fof rails ends, etc., complete as per latest drawing and as per specifications. (The rails required for manufacture of check rails will be issued by the employer free of cost in the project area). Each side check rail will be measured separately for payment. Rate excludes supply of brackets, fish plates & fish bolts. | item2323 | 1 | per running metre of rail |
| 2324 | 2324 | Insertion of glued joints (60 Kg/52kg) of approx 6.5 m length in running lines with/without block with contractors tools, plants, labour, including respacing of sleepers if required. Payment for cutting of rails, drilling of holes/welding will be paid separately. | item2324 | 1 | Each |
| 2325 | 2325 | Assembling & laying of SEJ (60 Kg/52 kg) with or with out block with all oprations like insertion of sleepers, fittings, chairs etc . complete. | item2325 | 1 | Each |
| 2326 | 2326 | Drilling of holes in 60/52 kg rails of 32 mm.dia or as per specification including chamfering with contractor's own tools and labour etc. | item2326 | 1 | Each |
| 2327 | 2327 | Cutting of rails of 60 kg/52kg with contractor's Abrasive Disc Cutter complete including men, material, fuel etc true to square. | item2327 | 1 | Each |
| 2328 | 2328 | Greasing gauge face of rails with contractor's approved quality graphite grease as per IS 480 Gr \"0\" with all contractor's labour, tools & plants, all leads and other incidental charges etc complete. | item2328 | 1 | per track metre |
| 2329 | 2329 | Providing and fixing fencing at level crossing approaches as per the approved design and drawing made of MS flats 50x6 MM complete along with posts made of ISA 100x100x10 MM @ 3m centre to centre including casting of foundation in 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 MM nominal size) cement concrete blocks of size 400x400x600 MM and other incidental works as per direction of Engineer. Payment for earthwork and concreting shall be paid extra separately. | item2329 | 1 | Quintal |
| 2330 | 2330 | Slewing of B.G. track comprising 60 KG, 52 KG, 90 R rails on all types of sleepers to any density under traffic block upto a lateral slew of 150 MM or part thereof including removing and relocating existing ballast, packing with bars or off track tampers to achieve alignment, longitudinal levels and cross levels for running trains at a minimum speed of 20 KMPH on restoring traffic after the block and dressing up to correct profile. | item2330 | 1 | Track metre |
| 2331 | 2331 | Dismantling of existing points and crossing on 60Kg/ 52 kg/90 R rails with sleepers of any type and fittings/fastenings complete in all respects and stacking dismantled material as directed by Engineer in charge including all leads lifts, ascending, descending, or any other obstruction crossing of tracks etc as a complete job under running traffic conditions. All dismantled P-way material are to be sorted and handed over to Dismantling of existing points and crossing 60kg/ 52 kg/90 R rails with sleepers of any type and fittings/fastenings complete in all respects and stacking dismantled material as directed by Engineer in charge including all leads lifts, ascending, descending, or any other obstruction crossing of tracks etc as a complete job under running traffic conditions. All dismantled P-way material are to be sorted and handed over to Employer's store at NTPC ,Tanda TPP authorities as per direction of engineer in charge, reclaimed ballast after screening shall be stack at site as per direction of engineer in charge.\nThe points and crossings have to be dismantled and track restored to traffic within specified period of traffic blocks, if required. \nThe contractor has to transport, stack and handover the dismantled materials duly segregated to Employer's store at NTPC ,Tanda TPP at his own cost. authorities as per direction of engineer in charge, reclaimed ballast after screening shall be stack at site as per direction of engineer in charge.\nThe points and crossings have to be dismantled and track restored to traffic within specified period of traffic blocks, if required. \nThe contractor has to transport, stack and handover the dismantled materials duly segregated to Employer's store at NTPC ,Tanda TPP at his own cost. | item2331 | 1 | Set |
| 2332 | 2332 | Fabricating, supplying, painting, lettering and fixing in position the following items : | item2332 | ||
| 2333 | 2333 | a) Fouling marks as per drawings made of RCC M-15 | item2333 | 1 | Each |
| 2334 | 2334 | b) Km. Posts made of RCC (M-15) as per drawing. | item2334 | 1 | Each |
| 2335 | 2335 | Fixing of latticed steel portal Height Guages in both road approaches of road under bridges to prevent striking of ODC vehicles fron hitting the OHE duly fixed in position with holding down bolts on concrete foundation with contractor's steel conforming to IS:2062 -1999 including fabrication ,assembly .erction ,riveting/welding,bolting ,initial coats of zinc chromate priming conforming to relevant IS specification and three subsequent coats of paint approved quality and shade after erection on all surface complete.Rate includes the cost of road traffic regulation and all safety measures required for the job (As per RDSO Drg.No RDSO/M-001) | item2335 | 1 | MT |
| 2336 | 2336 | Dismantling of existing height gauge on one side of track including excavation of earth, dismantling of concrete and erecting the same at new location as directed by engineer and including necessary modifications, tools, plants, labour, materials etc. Concreting and excavation shall be paid separately under relevant item of schedule. | item2336 | 1 | Each |
| 2337 | 2337 | Provision of Buffer stop of 60 kg, 52 kg, 90 R rail section as per plan including paintng with all contractor's materials, luminous paint etc as directed by the engineer. | item2337 | 1 | Each |
| 2338 | 2338 | Dismantling existing Track laid with 60 Kg/52 Kg / 90R rail including SEJ and Glued joints with all types of sleepers, having any sleeper density with fittings and fastenings including dismantling of rails, sleepers, fittings, cutting of bolts & nuts by gas cutter if necessary, classification of material to be released by paint marks, making joint inventory with site Engineer before dismantling, leading to the nearest station or manned level crossing or road loading point as directed by the engineer and stacking materials in different stacks as per classification . Cutting of rails, if required, shall be done by Abrasive disc cutter / rail cutting machine (Gas cutting is not allowed) and will be paid for separately. | item2338 | 1 | Track metre |
| 2339 | 2339 | Supply and fixing of fouling marks 1500 mm length, 250 mm wide & 125 mm thick with top edges rounded off made up of Precast Cement Concrete M 15 grade with 20 mm graded stone aggregate as per approved drawing, including white washing & painting letters with all labour, materials, mechanical mixing, vibrating tools and plants and all leads and lifts as a complete job. | item2339 | 1 | Each |
| 2340 | 2340 | Manufacturing, fabricating, supply and fixing in position of steel boards e.g. W/L boards, STOP boards, Caution boards for L-Xing with stand or any other similar type of boards as per drawing and specification mention in IRPWM with contractor's all materials such as steel sheets (5mm thick), M.S. angles (65 x 65 x 10mm), electrodes, etc. including earth work in excavation & grouting complete in all respect. The rate should be inclusive of painting with two coats of priming coat of approved quality, lettering including supply of contractor's paint with all lead, lift, ascent, descent, etc. | item2340 | 1 | Each |
| 2341 | 2341 | Dismantling the existing gate posts with lifting barrier, whistle boards, road sign boards and refixing of gate posts, lifting barrier, whistle boards, road sign boards at new location along the proposed alignment of track at manned level crossings (including painting of barriers & boards as required). Note: Concreting required for refixing shall be paid under relevant items of schedule. (Engineering gates only) On one side of track only. | item2341 | 1 | Level Xing |
| 2342 | 2342 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within50 metres lead as per direction of Engineer - in- charge. | item2342 | 1 | cum |
| 2343 | 2343 | Demolishing brick work manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge | item2343 | ||
| 2344 | 2344 | b) Removing mortar from bricks and cleaning bricks including stackingwithin a lead of 50 m (stacks of cleaned bricks shall be measured): | item2344 | 1 | 1000 Nos |
| 2345 | 2345 | Dismantling doors, windows and clerestory windows (steel or wood)shutter including chowkhats, architrave, holdfasts etc. complete andstacking within 50 metres lead : | item2345 | ||
| 2346 | 2346 | a) Of area 3 sq. metres and below | item2346 | 1 | Each |
| 2347 | 2347 | b) Of area beyond 3 sq. metres | item2347 | 1 | Each |
| 2348 | 2348 | Painting of particulars of turnouts and derailing switches including turn in curves on the inside web of outer rail with stencils of specified height in black enamel paint on surface of specified length painted with two coats of yellow enamel paint over a primer coat painted after cleaning the surface free from dust. | item2348 | 1 | Turn out |
| 2349 | 2349 | Collection and removal of P.Way materials viz. PSC sleepers, rails etc from the proposed alignment, loading into contractor's vehicles, leading to the nearest crossing station as directed, unloading and stacking in a neat and countable manner as directed by engineer . Note: Weight of PSC sleepers will be taken as 275 kg and rails, p.way fittings etc. as 95% of standard weight. | item2349 | 1 | MT |
| 2350 | 2350 | Supply of normal Fish plate 52 Kg as per RDSO Drg No. T-090(M) with bolts as per RDSO Drg. No. 11501 (One set includes 2 fishplates and four bolts) | item2350 | 1 | Set |
| 2351 | 2351 | Supply of one metre long Fish plate for 52 Kg rails as per RDSO Drg No. T- 5915 with bolt as per drg no. T-11501 (One set include 2 fishplates and six bolts) | item2351 | 1 | Set |
| 2352 | 2352 | Supply of 60 kg Joggled fishplate to RDSO Drg No.T-4016 with clamps to RDSO Drg No.T- 4017 & 4017/1 including one bolt to RDSO Drg No. T-11524 (one set comprises of two fishplates and 4 clamps of each type and four bolts and 8 no. special washers) | item2352 | 1 | Set |
| 2353 | 2353 | Supply of Combination Fish plate 60/ 52 Kg as per RDSO Drg No. T-696, T- 697, T-698, T- 699 with bolt as per RDSO Drg. (One set includes 4 fishplates(one of each type) and eight bolts : T-1899-2 nos, T-700-4 nos & T-11501-2 nos) | item2353 | 1 | Set |
| 2354 | 2354 | Supply of Elastic Rail Clips Mark - III, as per Drg No RDSO/ -3701 | item2354 | 1 | Each |
| 2355 | 2355 | Supply of Elastic Rail Clips (\"J-Clips\") for fish plated rail joints to RDSO Drawing No. T-4158 | item2355 | 1 | Each |
| 2356 | 2356 | End cut GFN liner - 60 kg Manufacture and supply of end cut 60 kg Glass filled nylon 66 insulating liner confirming to RDSO drg. No. T-3706 with latest alteration and as per IRS specifcation T-44-1995 with latest alteration. Note: End cut is to be done for glued joint as per RDSO drawing no. T-4511 with latest alteration complete. | item2356 | 1 | Each |
| 2357 | 2357 | Supply of GFN liners suitable for 52 kg rail on 60 kg PSC sleepers as per RDSO Drg No / T-3707(GS) and T-3708 (NGS), (one set comprises of one liner of each type.) | item2357 | 1 | Set |
| 2358 | 2358 | End cut combination GFN liner Manufacture and supply of end cut combination GFN liner 60/52 kg confirming to RDSO drg. No. T-3707a & 3708a with latest alteration and as per IRS specifcation T-44-1995 with latest alteration. | item2358 | 1 | Set |
| 2359 | 2359 | Supply of rail screws to RDSO drg no. T-1035/10675 | item2359 | 1 | Each |
| 2360 | 2360 | Supply of screw clamps for fish plates as per RDSO drg no. T-5856 | item2360 | 1 | Each |
| 2361 | 2361 | Supply of 52kg Glued Joints G 3 (L) type with 10 mm thick end post, 6.5 m long as per latest RDSO drg & specifications. | item2361 | 1 | Each |
| 2362 | 2362 | Supply of 60kg Glued Joints G 3 (L) type with 10 mm thick end post, 6.5 m long as per latest RDSO drg & specifications. | item2362 | 1 | Each |
| 2363 | 2363 | Supply of one metre long Fish plate for 52 Kg rails as per RDSO Drg No. T- 5915 with bolt as per drg no. T-11501 (One set include 2 fishplates and six bolts) | item2363 | 1 | Set |
| 2364 | 2364 | Supply of one metre long Fish plate for 60 kg rails as per RDSO Drg No. T- 5916 with bolts as per drg no. T-1899 (One set include 2 fishplates and six bolts) | item2364 | 1 | Set |
| 2365 | 2365 | Supply of GFN liners suitable for 60 kg rail on 60 kg PSC sleepers as per Drg No RDSO/ T-3706 | item2365 | 1 | Each |
| 2366 | 2366 | Supply of Grooved rubber sole plate suitable for 52/60 kg rail on 60 kg PSC sleepers as per drg No RDSO/ T-3711 | item2366 | 1 | Each |
| 2367 | 2367 | Supply of cast iron brackets for fixing at check rail along with bolts & nuts, packing plates, spring washers etc. conforming to latest IRS specification and RDSO drg. 60 0kg running rail+52kg check rail | item2367 | 1 | Set |
| 2368 | 2368 | Supply of cast iron brackets for fixing at check rail along with bolts & nuts, packing plates, spring washers etc. conforming to latest IRS specification and RDSO drg. 60 0kg running rail+52kg check rail | item2368 | 1 | Set |
| 2369 | 2369 | Providing and laying Pitching with stone boulders weighing not less than 35 kg each with the voids filled with cement sand mortar 1:4 on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (Filter media to be paid separately under the relevant item) | item2369 | 1 | cum |
| 2370 | 2370 | Providing, cutting, fabricating, treating, fixing & painting structural steel conforming to IS:2062 in access ladders, inspection platforms, Trolley refugee, railing, etc, joints welded to neat finish including one coat of primer & two coats of synthetic enamel paints | item2370 | 1 | MT |
| 2371 | 2371 | Precast RCC standard posts (for barbed wire fencing ) 1.8 m long | item2371 | 1 | Each |
| 2372 | 2372 | Providing 1.2m high fencing with 1.8m R.C.C. Post placed every 3m apart, embedded in cement concrete blocks, every 15th post (or nearer if there is abrupt change of ground slope), last but one end post and corner post shall be strutted on both sides and end post one side only, and struts embedded in cement concrete blocks, provided with 5 horizontal lines and two diagonals of G.I. barbed wire 9.38kg per 100metres (min) between the two posts fitted and fixed with G.I. staples on turn buckles or G.I. binding wire tied to 6mm bar nibs fixed while casting the post (cost of posts, struts and concrete to be paid for separately) | item2372 | 1 | metre |
| 2373 | 2373 | Supply and using cement at worksite: | item2373 | ||
| 2374 | 2374 | a) OPC 43 grade | item2374 | 1 | Tonne |
| 2375 | 2375 | Schedule- F (Supply and Execution Electrical works) F(i)- Hind | item2375 | ||
| 2376 | 2376 | WIRING AND DISTRIBUTION BOARDS | item2376 | ||
| 2377 | 2377 | LIGHT/FAN/EX.FAN/CALL BELL POINTS | item2377 | ||
| 2378 | 2378 | Wiring for light point/fan point/exhaust fan point/call bell point with1.5 sq.mm. FRLS PVC insulated, copper conductor single core cable in surface/recessed steel conduit with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. | item2378 | ||
| 2379 | 2379 | a) Group C | item2379 | 1 | Each |
| 2380 | 2380 | CIRCUIT WIRING : (FOR LIGHT/FAN /EX.FAN /CALL BELL) | item2380 | ||
| 2381 | 2381 | Wiring for circuit/submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor single core cables in surface/recessed steel conduit as required. | item2381 | ||
| 2382 | 2382 | a) 2x 2.5 sq.mm + 1x 2.5 sq.mm earth wire | item2382 | 1 | Meter |
| 2383 | 2383 | SUB-MAIN WIRING:- | item2383 | ||
| 2384 | 2384 | Wiring for circuit/sub main wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor single core cable in surface/recessed steel conduit as required. | item2384 | ||
| 2385 | 2385 | a) 4x 16 sq.mm + 2 x 16 sq.mm earth wire | item2385 | 1 | Meter |
| 2386 | 2386 | Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. | item2386 | ||
| 2387 | 2387 | 2 Pair | item2387 | 1 | meter |
| 2388 | 2388 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. | item2388 | ||
| 2389 | 2389 | a) 25mm | item2389 | 1 | mtr |
| 2390 | 2390 | b) 32mm | item2390 | 1 | mtr |
| 2391 | 2391 | c) 40mm | item2391 | 1 | mtr |
| 2392 | 2392 | 15/16A SWITCH SOCKET OUTLET: | item2392 | ||
| 2393 | 2393 | Supplying and fixing suitable size GI Box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. | item2393 | 1 | Each |
| 2394 | 2394 | Wiring for light/power plug with 2 x 4 sq.mm. FRLS PVC insulated copper conductor single core cable in surface/recessed steel conduit alongwith 1 no. 4 sq mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. | item2394 | 1 | Meter |
| 2395 | 2395 | 5/6 SWITCH SOCKET OUTLETS:- | item2395 | ||
| 2396 | 2396 | supplying and fixing following modular switch/socket on the existing modular plate & Switch box including connections but excluding modular plate etc. as required. | item2396 | ||
| 2397 | 2397 | a) 5/6 amps switch | item2397 | 1 | Each |
| 2398 | 2398 | b) 3 Pin 5/6 amp socket outlet | item2398 | 1 | Each |
| 2399 | 2399 | c) 15/16 amps switch | item2399 | 1 | Each |
| 2400 | 2400 | d) Telephone socket outlet | item2400 | 1 | Each |
| 2401 | 2401 | supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. | item2401 | ||
| 2402 | 2402 | a) 6 Module (200 mm X 75 mm) | item2402 | 1 | Each |
| 2403 | 2403 | 20 A METAL CLAD SOCKET OUTLETS:- | item2403 | ||
| 2404 | 2404 | supplying and fixing 20 amps, 240 volts,SPN industrial type, socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 amps ''C\" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. | item2404 | 1 | Each |
| 2405 | 2405 | Distribution Boards & MCB:- | item2405 | ||
| 2406 | 2406 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess complete with tinned copper busbar, neutral busbar, earth bar, din bar, inter connections, powder painted including earthing etc. as required (but without MCB/RCCB/Isolotor). | item2406 | ||
| 2407 | 2407 | a) 8 way (4 + 24), Double Door. | item2407 | 1 | Each |
| 2408 | 2408 | Supplying and fixing following rating four pole, (three phase & neutral) 415 volts, residual current circuit breaker (RCCB), having a sensitivity current up to 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc.as required. | item2408 | ||
| 2409 | 2409 | a) 63 amps | item2409 | 1 | Each |
| 2410 | 2410 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissiong etc as required. | item2410 | ||
| 2411 | 2411 | Single Pole | item2411 | 1 | Each |
| 2412 | 2412 | Installation, testing and commissioning of pre-wired, LED fitting/ compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling/wall, including connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. | item2412 | 1 | Each |
| 2413 | 2413 | Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. | item2413 | 1 | Each |
| 2414 | 2414 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with. 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc.as required. | item2414 | 1 | Each |
| 2415 | 2415 | Installation of exhaust fan upto 450 mm sweep in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. | item2415 | 1 | Each |
| 2416 | 2416 | Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required | item2416 | 1 | Each |
| 2417 | 2417 | Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required | item2417 | ||
| 2418 | 2418 | a) Above 35 sq. mm and up to 95 sq. mm | item2418 | 1 | Meter |
| 2419 | 2419 | Laying of one number additional PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc as required | item2419 | ||
| 2420 | 2420 | a) Above 35 sq. mm and up to 95 sq. mm | item2420 | 1 | Meter |
| 2421 | 2421 | Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size in the existing RCC/HUME/METAL pipe as required. | item2421 | ||
| 2422 | 2422 | a) Above 35 sq. mm and up to 95 sq. mm | item2422 | 1 | Meter |
| 2423 | 2423 | Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and re-filling etc as required. | item2423 | ||
| 2424 | 2424 | a) 100 mm dia | item2424 | 1 | Meter |
| 2425 | 2425 | BRASS COMPRESSION GLAND | item2425 | ||
| 2426 | 2426 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. | item2426 | ||
| 2427 | 2427 | a) 3.5 C x 50 sq. mm (35 mm) | item2427 | 1 | Each |
| 2428 | 2428 | EARTHING:- | item2428 | ||
| 2429 | 2429 | Earthing with G.I. earth pipe 4.5 metere long 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required. | item2429 | 1 | set |
| 2430 | 2430 | Supplying and laying 25 x 5 mm GI strip at 0.50 meter below ground as strip earth electrode, including connection/terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm) | item2430 | 1 | Meter |
| 2431 | 2431 | Providing and fixing 25 mmx 5 mm G.I. strip on surface or in recess for connections etc.as required. | item2431 | 1 | Meter |
| 2432 | 2432 | Non Schedule items (Electrical Works) | item2432 | ||
| 2433 | 2433 | SUPPLY & INSTLLATION OF LIGHT FITTING & FANS:- | item2433 | ||
| 2434 | 2434 | Supply and erection of LED recessed mounted down light fitting with LED similar to catalogue no. 32W LED LHEWEBP7UL1W032, Havells make including all accessories, connecting wires, cost conveynence and all taxes etc. complete in all respect . (Make: Phillips,bajaj, CG,Havells) | item2434 | 1 | Each |
| 2435 | 2435 | b) Supply of surface mounted ceiling light as per bajaj CAT no. BCSC218 CFL W2EB or equivalent approved make approved equivalent make mentioned in the list of approved make of materials. including 2X18 watt CFL complete in all respects. | item2435 | 1 | Each |
| 2436 | 2436 | Supply of ceiling Fan 1200 mm sweep complete with capacitor, canopy, down rod, nut, bolts, split pin and 3 fans blades etc. (Make - Bajaj, Crompton, Havells) | item2436 | 1 | Each |
| 2437 | 2437 | Supply of 12\" (305 mm) dia (900 rpm) single phase exhaust fan with frame, louvers & bird screen including hardware for fixing complete in all respect Almonard make or equivalent ( Make -Almonard, Crompton,Bajaj) | item2437 | 1 | Each |
| 2438 | 2438 | Supply, erection, testing and commissioning of 1 x 150 watt street light luminaire with copper choke condenser, acrylic cover, reflector, G.I.bracket of suitable size & shape complete inluding wiring and connection with 3 X 4 sq. mm PVC insulated copper conductor wire from DB to the luminaire complete as required or as per approved makes. | item2438 | ||
| 2439 | 2439 | a) 60W | item2439 | 1 | Each |
| 2440 | 2440 | Supplying, erection, Testing and commissioning of 1.5 T capacity, Window type airconditioner complete with remote control, sweeping arrangement in the cool air outlet category of 3 star ( (Make - Voltas,Model No. - 183 DY) and other accessories and 4 KVA wall mounted Copper model stabilizer of voltage range (90 V to 280 V) (Make - Unitech) . | item2440 | ||
| 2441 | 2441 | a) 1.5 Ton | item2441 | 1 | Each |
| 2442 | 2442 | (Main Distribution Board) | item2442 | ||
| 2443 | 2443 | Supplying and laying extra copper refrigerent pipe | item2443 | 1 | Metre |
| 2444 | 2444 | Supplying and laying of suitable PVC drinage pipe for indoor unit of AC | item2444 | 1 | Metre |
| 2445 | 2445 | Supply, erection, testing & commissioning of indoor type Main Distribution Board floor mounting type dust and vermin proof by contstruction of 1.6 mm CRCA sheets with bolted construction powder coated panel as specification below :- | item2445 | 1 | Each |
| 2446 | 2446 | Incomer | item2446 | ||
| 2447 | 2447 | 100 amps, 25 KA, 4P, MCCB - 1 No. (Thermal release, Rotary Handle) | item2447 | ||
| 2448 | 2448 | Spreader Link - 1 Set | item2448 | ||
| 2449 | 2449 | RYB Indicating lamps with PF - 1 Set | item2449 | ||
| 2450 | 2450 | Multi Function Meter - 1 No. | item2450 | ||
| 2451 | 2451 | CT 100/ 5 A - 1 Set | item2451 | ||
| 2452 | 2452 | 125 amps 4 P Changeover Switch - 1 No. | item2452 | ||
| 2453 | 2453 | Outgoing | item2453 | ||
| 2454 | 2454 | 63 amps TPN MCB, C Curve - 2 Nos. | item2454 | ||
| 2455 | 2455 | 40 amps TPN MCB, C Curve - 2 Nos. | item2455 | ||
| 2456 | 2456 | Busbar Rating | item2456 | ||
| 2457 | 2457 | One Set 100 amps TPN, 25 KA for 1 Sec. at Copper busbars with colour coated heat shrinkable PVC sleeves and suitable Size. | item2457 | ||
| 2458 | 2458 | Note: MCCB, MCB & Changeover Switch - L&T, Legrand, Siemens approved make. | item2458 | ||
| 2459 | 2459 | LT Cable | item2459 | ||
| 2460 | 2460 | Supply of 1.1 KV grade LT XLPE cable insulated aluminium conductor armoured cable to IS: 7098 (PT-1) including Testing and commissioning of the cables. | item2460 | ||
| 2461 | 2461 | a) 3.5 C x 50 mm2 | item2461 | 1 | Meter |
| 2462 | 2462 | Schedule- F (Supply and Execution Electrical works) F(ii)- Thana Bhawan | item2462 | ||
| 2463 | 2463 | WIRING AND DISTRIBUTION BOARDS | item2463 | ||
| 2464 | 2464 | LIGHT/FAN/EX.FAN/CALL BELL POINTS | item2464 | ||
| 2465 | 2465 | Wiring for light point/fan point/exhaust fan point/call bell point with1.5 sq.mm. FRLS PVC insulated, copper conductor single core cable in surface/recessed steel conduit with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. | item2465 | ||
| 2466 | 2466 | a) Group C | item2466 | 1 | Each |
| 2467 | 2467 | CIRCUIT WIRING : (FOR LIGHT/FAN /EX.FAN /CALL BELL) | item2467 | ||
| 2468 | 2468 | Wiring for circuit/submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor single core cables in surface/recessed steel conduit as required. | item2468 | ||
| 2469 | 2469 | a) 2x 2.5 sq.mm + 1x 2.5 sq.mm earth wire | item2469 | 1 | Meter |
| 2470 | 2470 | SUB-MAIN WIRING:- | item2470 | ||
| 2471 | 2471 | Wiring for circuit/sub main wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor single core cable in surface/recessed steel conduit as required. | item2471 | ||
| 2472 | 2472 | a) 4x 16 sq.mm + 2 x 16 sq.mm earth wire | item2472 | 1 | Meter |
| 2473 | 2473 | Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. | item2473 | ||
| 2474 | 2474 | 2 Pair | item2474 | 1 | meter |
| 2475 | 2475 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. | item2475 | ||
| 2476 | 2476 | a) 25mm | item2476 | 1 | meter |
| 2477 | 2477 | b) 32mm | item2477 | 1 | meter |
| 2478 | 2478 | c) 40mm | item2478 | 1 | meter |
| 2479 | 2479 | 15/16A SWITCH SOCKET OUTLET: | item2479 | ||
| 2480 | 2480 | Supplying and fixing suitable size GI Box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. | item2480 | 1 | Each |
| 2481 | 2481 | Wiring for light/power plug with 2 x 4 sq.mm. FRLS PVC insulated copper conductor single core cable in surface/recessed steel conduit alongwith 1 no. 4 sq mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. | item2481 | 1 | Meter |
| 2482 | 2482 | 5/6 SWITCH SOCKET OUTLETS:- | item2482 | ||
| 2483 | 2483 | supplying and fixing following modular switch/socket on the existing modular plate & Switch box including connections but excluding modular plate etc. as required. | item2483 | ||
| 2484 | 2484 | a) 5/6 amps switch | item2484 | 1 | Each |
| 2485 | 2485 | b) 3 Pin 5/6 amp socket outlet | item2485 | 1 | Each |
| 2486 | 2486 | c) 15/16 amps switch | item2486 | 1 | Each |
| 2487 | 2487 | d) Telephone socket outlet | item2487 | 1 | Each |
| 2488 | 2488 | supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. | item2488 | ||
| 2489 | 2489 | a) 6 Module (200 mm X 75 mm) | item2489 | 1 | Each |
| 2490 | 2490 | 20 A METAL CLAD SOCKET OUTLETS:- | item2490 | ||
| 2491 | 2491 | supplying and fixing 20 amps, 240 volts,SPN industrial type, socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 amps ''C\" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. | item2491 | 1 | Each |
| 2492 | 2492 | Distribution Boards & MCB:- | item2492 | ||
| 2493 | 2493 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess complete with tinned copper busbar, neutral busbar, earth bar, din bar, inter connections, powder painted including earthing etc. as required (but without MCB/RCCB/Isolotor). | item2493 | ||
| 2494 | 2494 | a) 8 way (4 + 24), Double Door. | item2494 | 1 | Each |
| 2495 | 2495 | Supplying and fixing following rating four pole, (three phase & neutral) 415 volts, residual current circuit breaker (RCCB), having a sensitivity current up to 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc.as required. | item2495 | ||
| 2496 | 2496 | a) 63 amps | item2496 | 1 | Each |
| 2497 | 2497 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissiong etc as required. | item2497 | ||
| 2498 | 2498 | a) Single Pole | item2498 | 1 | Each |
| 2499 | 2499 | Installation, testing and commissioning of pre-wired, LED fitting/ compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling/wall, including connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. | item2499 | 1 | Each |
| 2500 | 2500 | Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. | item2500 | 1 | Each |
| 2501 | 2501 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with. 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc.as required. | item2501 | 1 | Each |
| 2502 | 2502 | Installation of exhaust fan upto 450 mm sweep in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. | item2502 | 1 | Each |
| 2503 | 2503 | Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required | item2503 | 1 | Each |
| 2504 | 2504 | Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required | item2504 | ||
| 2505 | 2505 | a) Above 35 sq. mm and up to 95 sq. mm | item2505 | 1 | Meter |
| 2506 | 2506 | Laying of one number additional PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc as required | item2506 | ||
| 2507 | 2507 | a) Above 35 sq. mm and up to 95 sq. mm | item2507 | 1 | Meter |
| 2508 | 2508 | Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size in the existing RCC/HUME/METAL pipe as required. | item2508 | ||
| 2509 | 2509 | a) Above 35 sq. mm and up to 95 sq. mm | item2509 | 1 | Meter |
| 2510 | 2510 | Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and re-filling etc as required. | item2510 | ||
| 2511 | 2511 | a) 100 mm dia | item2511 | 1 | Meter |
| 2512 | 2512 | BRASS COMPRESSION GLAND | item2512 | ||
| 2513 | 2513 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. | item2513 | ||
| 2514 | 2514 | a) 3.5 C x 50 sq. mm (35 mm) | item2514 | 1 | Each |
| 2515 | 2515 | EARTHING:- | item2515 | ||
| 2516 | 2516 | Earthing with G.I. earth pipe 4.5 metere long 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required. | item2516 | 1 | set |
| 2517 | 2517 | Supplying and laying 25 x 5 mm GI strip at 0.50 meter below ground as strip earth electrode, including connection/terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm) | item2517 | 1 | Meter |
| 2518 | 2518 | Providing and fixing 25 mmx 5 mm G.I. strip on surface or in recess for connections etc.as required. | item2518 | 1 | Meter |
| 2519 | 2519 | Non Schedule items (Electrical Works) | item2519 | ||
| 2520 | 2520 | SUPPLY & INSTLLATION OF LIGHT FITTING & FANS:- | item2520 | ||
| 2521 | 2521 | Supply and erection of LED recessed mounted down light fitting with LED similar to catalogue no. 32W LED LHEWEBP7UL1W032, Havells make including all accessories, connecting wires, cost conveynence and all taxes etc. complete in all respect . (Make: Phillips,bajaj, CG,Havells) | item2521 | 1 | Each |
| 2522 | 2522 | b) Supply of surface mounted ceiling light as per bajaj CAT no. BCSC218 CFL W2EB or equivalent approved make approved equivalent make mentioned in the list of approved make of materials. including 2X18 watt CFL complete in all respects. | item2522 | 1 | Each |
| 2523 | 2523 | Supply of ceiling Fan 1200 mm sweep complete with capacitor, canopy, down rod, nut, bolts, split pin and 3 fans blades etc. (Make - Bajaj, Crompton, Havells) | item2523 | 1 | Each |
| 2524 | 2524 | Supply of 12\" (305 mm) dia (900 rpm) single phase exhaust fan with frame, louvers & bird screen including hardware for fixing complete in all respect Almonard make or equivalent ( Make -Almonard, Crompton,Bajaj) | item2524 | 1 | Each |
| 2525 | 2525 | Supply, erection, testing and commissioning of 1 x 150 watt street light luminaire with copper choke condenser, acrylic cover, reflector, G.I.bracket of suitable size & shape complete inluding wiring and connection with 3 X 4 sq. mm PVC insulated copper conductor wire from DB to the luminaire complete as required or as per approved makes. | item2525 | ||
| 2526 | 2526 | a) 60W | item2526 | 1 | Each |
| 2527 | 2527 | Supplying, erection, Testing and commissioning of 1.5 T capacity, Window type airconditioner complete with remote control, sweeping arrangement in the cool air outlet category of 3 star ( (Make - Voltas,Model No. - 183 DY) and other accessories and 4 KVA wall mounted Copper model stabilizer of voltage range (90 V to 280 V) (Make - Unitech) . | item2527 | ||
| 2528 | 2528 | a) 1.5 Ton | item2528 | 1 | Each |
| 2529 | 2529 | b) Supplying and laying extra copper refrigerent pipe | item2529 | 1 | Each |
| 2530 | 2530 | c) Supplying and laying of suitable PVC drinage pipe for indoor unit of AC | item2530 | 1 | Each |
| 2531 | 2531 | (Main Distribution Board) | item2531 | ||
| 2532 | 2532 | Supply, erection, testing & commissioning of indoor type Main Distribution Board floor mounting type dust and vermin proof by contstruction of 1.6 mm CRCA sheets with bolted construction powder coated panel as specification below :- | item2532 | 1 | Each |
| 2533 | 2533 | Incomer | item2533 | ||
| 2534 | 2534 | 100 amps, 25 KA, 4P, MCCB - 1 No. (Thermal release, Rotary Handle) | item2534 | ||
| 2535 | 2535 | Spreader Link - 1 Set | item2535 | ||
| 2536 | 2536 | RYB Indicating lamps with PF - 1 Set | item2536 | ||
| 2537 | 2537 | Multi Function Meter - 1 No. | item2537 | ||
| 2538 | 2538 | CT 100/ 5 A - 1 Set | item2538 | ||
| 2539 | 2539 | 125 amps 4 P Changeover Switch - 1 No. | item2539 | ||
| 2540 | 2540 | Outgoing | item2540 | ||
| 2541 | 2541 | 63 amps TPN MCB, C Curve - 2 Nos. | item2541 | ||
| 2542 | 2542 | 40 amps TPN MCB, C Curve - 2 Nos. | item2542 | ||
| 2543 | 2543 | Busbar Rating | item2543 | ||
| 2544 | 2544 | One Set 100 amps TPN, 25 KA for 1 Sec. at Copper busbars with colour coated heat shrinkable PVC sleeves and suitable Size. | item2544 | ||
| 2545 | 2545 | Note: MCCB, MCB & Changeover Switch - L&T, Legrand, Siemens approved make. | item2545 | ||
| 2546 | 2546 | LT Cable | item2546 | ||
| 2547 | 2547 | Supply of 1.1 KV grade LT XLPE cable insulated aluminium conductor armoured cable to IS: 7098 (PT-1) including Testing and commissioning of the cables. | item2547 | ||
| 2548 | 2548 | a) 3.5 C x 50 mm2 | item2548 | 1 | mtr |
| 2549 | 2549 | Schedule- F (Supply and Execution Electrical works) F(iii)- Nanauta | item2549 | ||
| 2550 | 2550 | WIRING AND DISTRIBUTION BOARDS | item2550 | ||
| 2551 | 2551 | LIGHT/FAN/EX.FAN/CALL BELL POINTS | item2551 | ||
| 2552 | 2552 | Wiring for light point/fan point/exhaust fan point/call bell point with1.5 sq.mm. FRLS PVC insulated, copper conductor single core cable in surface/recessed steel conduit with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. | item2552 | ||
| 2553 | 2553 | a) Group C | item2553 | 1 | Each |
| 2554 | 2554 | CIRCUIT WIRING : (FOR LIGHT/FAN /EX.FAN /CALL BELL) | item2554 | ||
| 2555 | 2555 | Wiring for circuit/submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor single core cables in surface/recessed steel conduit as required. | item2555 | ||
| 2556 | 2556 | a) 2x 2.5 sq.mm + 1x 2.5 sq.mm earth wire | item2556 | 1 | Meter |
| 2557 | 2557 | SUB-MAIN WIRING:- | item2557 | ||
| 2558 | 2558 | Wiring for circuit/sub main wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor single core cable in surface/recessed steel conduit as required. | item2558 | ||
| 2559 | 2559 | a) 4x 16 sq.mm + 2 x 16 sq.mm earth wire | item2559 | 1 | Meter |
| 2560 | 2560 | Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. | item2560 | ||
| 2561 | 2561 | a) 2 Pair | item2561 | 1 | meter |
| 2562 | 2562 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. | item2562 | ||
| 2563 | 2563 | a) 25mm | item2563 | 1 | meter |
| 2564 | 2564 | b) 32mm | item2564 | 1 | meter |
| 2565 | 2565 | c) 40mm | item2565 | 1 | meter |
| 2566 | 2566 | 15/16A SWITCH SOCKET OUTLET: | item2566 | ||
| 2567 | 2567 | Supplying and fixing suitable size GI Box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. | item2567 | 1 | Each |
| 2568 | 2568 | Wiring for light/power plug with 2 x 4 sq.mm. FRLS PVC insulated copper conductor single core cable in surface/recessed steel conduit alongwith 1 no. 4 sq mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. | item2568 | 1 | Meter |
| 2569 | 2569 | 5/6 SWITCH SOCKET OUTLETS:- | item2569 | ||
| 2570 | 2570 | supplying and fixing following modular switch/socket on the existing modular plate & Switch box including connections but excluding modular plate etc. as required. | item2570 | ||
| 2571 | 2571 | a) 5/6 amps switch | item2571 | 1 | Each |
| 2572 | 2572 | b) 3 Pin 5/6 amp socket outlet | item2572 | 1 | Each |
| 2573 | 2573 | c) 15/16 amps switch | item2573 | 1 | Each |
| 2574 | 2574 | d) Telephone socket outlet | item2574 | 1 | Each |
| 2575 | 2575 | supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. | item2575 | ||
| 2576 | 2576 | a) 6 Module (200 mm X 75 mm) | item2576 | 1 | Each |
| 2577 | 2577 | 20 A METAL CLAD SOCKET OUTLETS:- | item2577 | ||
| 2578 | 2578 | supplying and fixing 20 amps, 240 volts,SPN industrial type, socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 amps ''C\" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. | item2578 | 1 | Each |
| 2579 | 2579 | Distribution Boards & MCB:- | item2579 | ||
| 2580 | 2580 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess complete with tinned copper busbar, neutral busbar, earth bar, din bar, inter connections, powder painted including earthing etc. as required (but without MCB/RCCB/Isolotor). | item2580 | ||
| 2581 | 2581 | a) 8 way (4 + 24), Double Door. | item2581 | 1 | Each |
| 2582 | 2582 | Supplying and fixing following rating four pole, (three phase & neutral) 415 volts, residual current circuit breaker (RCCB), having a sensitivity current up to 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc.as required. | item2582 | ||
| 2583 | 2583 | a) 63 amps | item2583 | 1 | Each |
| 2584 | 2584 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissiong etc as required. | item2584 | ||
| 2585 | 2585 | a) Single Pole | item2585 | 1 | Each |
| 2586 | 2586 | Installation, testing and commissioning of pre-wired, LED fitting/ compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling/wall, including connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. | item2586 | 1 | Each |
| 2587 | 2587 | Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. | item2587 | 1 | Each |
| 2588 | 2588 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with. 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc.as required. | item2588 | 1 | Each |
| 2589 | 2589 | Installation of exhaust fan upto 450 mm sweep in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. | item2589 | 1 | Each |
| 2590 | 2590 | Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required | item2590 | 1 | Each |
| 2591 | 2591 | Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required | item2591 | ||
| 2592 | 2592 | a) Above 35 sq. mm and up to 95 sq. mm | item2592 | 1 | Meter |
| 2593 | 2593 | Laying of one number additional PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc as required | item2593 | ||
| 2594 | 2594 | a) Above 35 sq. mm and up to 95 sq. mm | item2594 | 1 | Meter |
| 2595 | 2595 | Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size in the existing RCC/HUME/METAL pipe as required. | item2595 | ||
| 2596 | 2596 | a) Above 35 sq. mm and up to 95 sq. mm | item2596 | 1 | Meter |
| 2597 | 2597 | Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and re-filling etc as required. | item2597 | ||
| 2598 | 2598 | a) 100 mm dia | item2598 | 1 | Meter |
| 2599 | 2599 | BRASS COMPRESSION GLAND | item2599 | ||
| 2600 | 2600 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. | item2600 | ||
| 2601 | 2601 | a) 3.5 C x 50 sq. mm (35 mm) | item2601 | 1 | Each |
| 2602 | 2602 | EARTHING:- | item2602 | ||
| 2603 | 2603 | Earthing with G.I. earth pipe 4.5 metere long 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required. | item2603 | 1 | set |
| 2604 | 2604 | Supplying and laying 25 x 5 mm GI strip at 0.50 meter below ground as strip earth electrode, including connection/terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm) | item2604 | 1 | Meter |
| 2605 | 2605 | Providing and fixing 25 mmx 5 mm G.I. strip on surface or in recess for connections etc.as required. | item2605 | 1 | Meter |
| 2606 | 2606 | Non Schedule items (Electrical Works) | item2606 | ||
| 2607 | 2607 | SUPPLY & INSTLLATION OF LIGHT FITTING & FANS:- | item2607 | ||
| 2608 | 2608 | Supply and erection of LED recessed mounted down light fitting with LED similar to catalogue no. 32W LED LHEWEBP7UL1W032, Havells make including all accessories, connecting wires, cost conveynence and all taxes etc. complete in all respect . (Make: Phillips,bajaj, CG,Havells) | item2608 | 1 | Each |
| 2609 | 2609 | b) Supply of surface mounted ceiling light as per bajaj CAT no. BCSC218 CFL W2EB or equivalent approved make approved equivalent make mentioned in the list of approved make of materials. including 2X18 watt CFL complete in all respects. | item2609 | 1 | Each |
| 2610 | 2610 | Supply of ceiling Fan 1200 mm sweep complete with capacitor, canopy, down rod, nut, bolts, split pin and 3 fans blades etc. (Make - Bajaj, Crompton, Havells) | item2610 | 1 | Each |
| 2611 | 2611 | Supply of 12\" (305 mm) dia (900 rpm) single phase exhaust fan with frame, louvers & bird screen including hardware for fixing complete in all respect Almonard make or equivalent ( Make -Almonard, Crompton,Bajaj) | item2611 | 1 | Each |
| 2612 | 2612 | Supply, erection, testing and commissioning of 1 x 150 watt street light luminaire with copper choke condenser, acrylic cover, reflector, G.I.bracket of suitable size & shape complete inluding wiring and connection with 3 X 4 sq. mm PVC insulated copper conductor wire from DB to the luminaire complete as required or as per approved makes. | item2612 | ||
| 2613 | 2613 | a) 60W | item2613 | 1 | Each |
| 2614 | 2614 | Supplying, erection, Testing and commissioning of 1.5 T capacity, Window type airconditioner complete with remote control, sweeping arrangement in the cool air outlet category of 3 star ( (Make - Voltas,Model No. - 183 DY) and other accessories and 4 KVA wall mounted Copper model stabilizer of voltage range (90 V to 280 V) (Make - Unitech) . | item2614 | ||
| 2615 | 2615 | a) 1.5 Ton | item2615 | 1 | Each |
| 2616 | 2616 | b) Supplying and laying extra copper refrigerent pipe | item2616 | 1 | Metre |
| 2617 | 2617 | c) Supplying and laying of suitable PVC drinage pipe for indoor unit of AC | item2617 | 1 | Metre |
| 2618 | 2618 | (Main Distribution Board) | item2618 | ||
| 2619 | 2619 | Supply, erection, testing & commissioning of indoor type Main Distribution Board floor mounting type dust and vermin proof by contstruction of 1.6 mm CRCA sheets with bolted construction powder coated panel as specification below :- | item2619 | 1 | Each |
| 2620 | 2620 | Incomer | item2620 | ||
| 2621 | 2621 | 100 amps, 25 KA, 4P, MCCB - 1 No. (Thermal release, Rotary Handle) | item2621 | ||
| 2622 | 2622 | Spreader Link - 1 Set | item2622 | ||
| 2623 | 2623 | RYB Indicating lamps with PF - 1 Set | item2623 | ||
| 2624 | 2624 | Multi Function Meter - 1 No. | item2624 | ||
| 2625 | 2625 | CT 100/ 5 A - 1 Set | item2625 | ||
| 2626 | 2626 | 125 amps 4 P Changeover Switch - 1 No. | item2626 | ||
| 2627 | 2627 | Outgoing | item2627 | ||
| 2628 | 2628 | 63 amps TPN MCB, C Curve - 2 Nos. | item2628 | ||
| 2629 | 2629 | 40 amps TPN MCB, C Curve - 2 Nos. | item2629 | ||
| 2630 | 2630 | Busbar Rating | item2630 | ||
| 2631 | 2631 | One Set 100 amps TPN, 25 KA for 1 Sec. at Copper busbars with colour coated heat shrinkable PVC sleeves and suitable Size. | item2631 | ||
| 2632 | 2632 | Note: MCCB, MCB & Changeover Switch - L&T, Legrand, Siemens approved make. | item2632 | ||
| 2633 | 2633 | LT Cable | item2633 | ||
| 2634 | 2634 | Supply of 1.1 KV grade LT XLPE cable insulated aluminium conductor armoured cable to IS: 7098 (PT-1) including Testing and commissioning of the cables. | item2634 | ||
| 2635 | 2635 | a) 3.5 C x 50 mm2 | item2635 | 1 | Meter |
| 2636 | 2636 | Schedule- F (Supply and Execution Electrical works) F(iv)- Rampur Manhyaran | item2636 | ||
| 2637 | 2637 | WIRING AND DISTRIBUTION BOARDS | item2637 | ||
| 2638 | 2638 | LIGHT/FAN/EX.FAN/CALL BELL POINTS | item2638 | ||
| 2639 | 2639 | Wiring for light point/fan point/exhaust fan point/call bell point with1.5 sq.mm. FRLS PVC insulated, copper conductor single core cable in surface/recessed steel conduit with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. | item2639 | ||
| 2640 | 2640 | a) Group C | item2640 | 1 | Each |
| 2641 | 2641 | CIRCUIT WIRING : (FOR LIGHT/FAN /EX.FAN /CALL BELL) | item2641 | ||
| 2642 | 2642 | Wiring for circuit/submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor single core cables in surface/recessed steel conduit as required. | item2642 | ||
| 2643 | 2643 | a) 2x 2.5 sq.mm + 1x 2.5 sq.mm earth wire | item2643 | 1 | Meter |
| 2644 | 2644 | SUB-MAIN WIRING:- | item2644 | ||
| 2645 | 2645 | Wiring for circuit/sub main wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor single core cable in surface/recessed steel conduit as required. | item2645 | ||
| 2646 | 2646 | a) 4x 16 sq.mm + 2 x 16 sq.mm earth wire | item2646 | 1 | Meter |
| 2647 | 2647 | Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. | item2647 | ||
| 2648 | 2648 | a) 2 Pair | item2648 | 1 | meter |
| 2649 | 2649 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. | item2649 | ||
| 2650 | 2650 | a) 25mm | item2650 | 1 | meter |
| 2651 | 2651 | b) 32mm | item2651 | 1 | meter |
| 2652 | 2652 | c) 40mm | item2652 | 1 | meter |
| 2653 | 2653 | 15/16A SWITCH SOCKET OUTLET: | item2653 | ||
| 2654 | 2654 | Supplying and fixing suitable size GI Box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. | item2654 | 1 | Each |
| 2655 | 2655 | Wiring for light/power plug with 2 x 4 sq.mm. FRLS PVC insulated copper conductor single core cable in surface/recessed steel conduit alongwith 1 no. 4 sq mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. | item2655 | 1 | Meter |
| 2656 | 2656 | 5/6 SWITCH SOCKET OUTLETS:- | item2656 | ||
| 2657 | 2657 | supplying and fixing following modular switch/socket on the existing modular plate & Switch box including connections but excluding modular plate etc. as required. | item2657 | ||
| 2658 | 2658 | a) 5/6 amps switch | item2658 | 1 | Each |
| 2659 | 2659 | b) 3 Pin 5/6 amp socket outlet | item2659 | 1 | Each |
| 2660 | 2660 | c) 15/16 amps switch | item2660 | 1 | Each |
| 2661 | 2661 | d) Telephone socket outlet | item2661 | 1 | Each |
| 2662 | 2662 | supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. | item2662 | ||
| 2663 | 2663 | a) 6 Module (200 mm X 75 mm) | item2663 | 1 | Each |
| 2664 | 2664 | 20 A METAL CLAD SOCKET OUTLETS:- | item2664 | ||
| 2665 | 2665 | supplying and fixing 20 amps, 240 volts,SPN industrial type, socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 amps ''C\" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. | item2665 | 1 | Each |
| 2666 | 2666 | Distribution Boards & MCB:- | item2666 | ||
| 2667 | 2667 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess complete with tinned copper busbar, neutral busbar, earth bar, din bar, inter connections, powder painted including earthing etc. as required (but without MCB/RCCB/Isolotor). | item2667 | ||
| 2668 | 2668 | a) 8 way (4 + 24), Double Door. | item2668 | 1 | Each |
| 2669 | 2669 | Supplying and fixing following rating four pole, (three phase & neutral) 415 volts, residual current circuit breaker (RCCB), having a sensitivity current up to 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc.as required. | item2669 | ||
| 2670 | 2670 | a) 63 amps | item2670 | 1 | Each |
| 2671 | 2671 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissiong etc as required. | item2671 | ||
| 2672 | 2672 | a) Single Pole | item2672 | 1 | Each |
| 2673 | 2673 | Installation, testing and commissioning of pre-wired, LED fitting/ compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling/wall, including connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. | item2673 | 1 | Each |
| 2674 | 2674 | Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. | item2674 | 1 | Each |
| 2675 | 2675 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with. 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc.as required. | item2675 | 1 | Each |
| 2676 | 2676 | Installation of exhaust fan upto 450 mm sweep in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. | item2676 | 1 | Each |
| 2677 | 2677 | Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required | item2677 | 1 | Each |
| 2678 | 2678 | Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required | item2678 | ||
| 2679 | 2679 | a) Above 35 sq. mm and up to 95 sq. mm | item2679 | 1 | Meter |
| 2680 | 2680 | Laying of one number additional PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc as required | item2680 | ||
| 2681 | 2681 | a) Above 35 sq. mm and up to 95 sq. mm | item2681 | 1 | Meter |
| 2682 | 2682 | Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size in the existing RCC/HUME/METAL pipe as required. | item2682 | ||
| 2683 | 2683 | a) Above 35 sq. mm and up to 95 sq. mm | item2683 | 1 | Meter |
| 2684 | 2684 | Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and re-filling etc as required. | item2684 | ||
| 2685 | 2685 | a) 100 mm dia | item2685 | 1 | Meter |
| 2686 | 2686 | BRASS COMPRESSION GLAND | item2686 | ||
| 2687 | 2687 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. | item2687 | ||
| 2688 | 2688 | a) 3.5 C x 50 sq. mm (35 mm) | item2688 | 1 | Each |
| 2689 | 2689 | EARTHING:- | item2689 | ||
| 2690 | 2690 | Earthing with G.I. earth pipe 4.5 metere long 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required. | item2690 | 1 | set |
| 2691 | 2691 | Supplying and laying 25 x 5 mm GI strip at 0.50 meter below ground as strip earth electrode, including connection/terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm) | item2691 | 1 | Meter |
| 2692 | 2692 | Providing and fixing 25 mmx 5 mm G.I. strip on surface or in recess for connections etc.as required. | item2692 | 1 | Meter |
| 2693 | 2693 | Non Schedule items (Electrical Works) | item2693 | ||
| 2694 | 2694 | SUPPLY & INSTLLATION OF LIGHT FITTING & FANS:- | item2694 | ||
| 2695 | 2695 | Supply and erection of LED recessed mounted down light fitting with LED similar to catalogue no. 32W LED LHEWEBP7UL1W032, Havells make including all accessories, connecting wires, cost conveynence and all taxes etc. complete in all respect . (Make: Phillips,bajaj, CG,Havells) | item2695 | 1 | Each |
| 2696 | 2696 | b) Supply of surface mounted ceiling light as per bajaj CAT no. BCSC218 CFL W2EB or equivalent approved make approved equivalent make mentioned in the list of approved make of materials. including 2X18 watt CFL complete in all respects. | item2696 | 1 | Each |
| 2697 | 2697 | Supply of ceiling Fan 1200 mm sweep complete with capacitor, canopy, down rod, nut, bolts, split pin and 3 fans blades etc. (Make - Bajaj, Crompton, Havells) | item2697 | 1 | Each |
| 2698 | 2698 | Supply of 12\" (305 mm) dia (900 rpm) single phase exhaust fan with frame, louvers & bird screen including hardware for fixing complete in all respect Almonard make or equivalent ( Make -Almonard, Crompton,Bajaj) | item2698 | 1 | Each |
| 2699 | 2699 | Supply, erection, testing and commissioning of 1 x 150 watt street light luminaire with copper choke condenser, acrylic cover, reflector, G.I.bracket of suitable size & shape complete inluding wiring and connection with 3 X 4 sq. mm PVC insulated copper conductor wire from DB to the luminaire complete as required or as per approved makes. | item2699 | ||
| 2700 | 2700 | a) 60W | item2700 | 1 | Each |
| 2701 | 2701 | Supplying, erection, Testing and commissioning of 1.5 T capacity, Window type airconditioner complete with remote control, sweeping arrangement in the cool air outlet category of 3 star ( (Make - Voltas,Model No. - 183 DY) and other accessories and 4 KVA wall mounted Copper model stabilizer of voltage range (90 V to 280 V) (Make - Unitech) . | item2701 | ||
| 2702 | 2702 | a) 1.5 Ton | item2702 | 1 | Each |
| 2703 | 2703 | b) Supplying and laying extra copper refrigerent pipe | item2703 | 1 | Metre |
| 2704 | 2704 | c) Supplying and laying of suitable PVC drinage pipe for indoor unit of AC | item2704 | 1 | Metre |
| 2705 | 2705 | (Main Distribution Board) | item2705 | ||
| 2706 | 2706 | Supply, erection, testing & commissioning of indoor type Main Distribution Board floor mounting type dust and vermin proof by contstruction of 1.6 mm CRCA sheets with bolted construction powder coated panel as specification below :- | item2706 | 1 | Each |
| 2707 | 2707 | Incomer | item2707 | ||
| 2708 | 2708 | 100 amps, 25 KA, 4P, MCCB - 1 No. (Thermal release, Rotary Handle) | item2708 | ||
| 2709 | 2709 | Spreader Link - 1 Set | item2709 | ||
| 2710 | 2710 | RYB Indicating lamps with PF - 1 Set | item2710 | ||
| 2711 | 2711 | Multi Function Meter - 1 No. | item2711 | ||
| 2712 | 2712 | CT 100/ 5 A - 1 Set | item2712 | ||
| 2713 | 2713 | 125 amps 4 P Changeover Switch - 1 No. | item2713 | ||
| 2714 | 2714 | Outgoing | item2714 | ||
| 2715 | 2715 | 63 amps TPN MCB, C Curve - 2 Nos. | item2715 | ||
| 2716 | 2716 | 40 amps TPN MCB, C Curve - 2 Nos. | item2716 | ||
| 2717 | 2717 | Busbar Rating | item2717 | ||
| 2718 | 2718 | One Set 100 amps TPN, 25 KA for 1 Sec. at Copper busbars with colour coated heat shrinkable PVC sleeves and suitable Size. | item2718 | ||
| 2719 | 2719 | Note: MCCB, MCB & Changeover Switch - L&T, Legrand, Siemens approved make. | item2719 | ||
| 2720 | 2720 | LT Cable | item2720 | ||
| 2721 | 2721 | Supply of 1.1 KV grade LT XLPE cable insulated aluminium conductor armoured cable to IS: 7098 (PT-1) including Testing and commissioning of the cables. | item2721 | ||
| 2722 | 2722 | a) 3.5 C x 50 mm2 | item2722 | 1 | Meter |
| 2723 | 2723 | Schedule- F (Supply and Execution Electrical works) F(v)- Manani | item2723 | ||
| 2724 | 2724 | WIRING AND DISTRIBUTION BOARDS | item2724 | ||
| 2725 | 2725 | LIGHT/FAN/EX.FAN/CALL BELL POINTS | item2725 | ||
| 2726 | 2726 | Wiring for light point/fan point/exhaust fan point/call bell point with1.5 sq.mm. FRLS PVC insulated, copper conductor single core cable in surface/recessed steel conduit with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. | item2726 | ||
| 2727 | 2727 | a) Group C | item2727 | 1 | Each |
| 2728 | 2728 | CIRCUIT WIRING : (FOR LIGHT/FAN /EX.FAN /CALL BELL) | item2728 | ||
| 2729 | 2729 | Wiring for circuit/submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor single core cables in surface/recessed steel conduit as required. | item2729 | ||
| 2730 | 2730 | a) 2x 2.5 sq.mm + 1x 2.5 sq.mm earth wire | item2730 | 1 | Meter |
| 2731 | 2731 | SUB-MAIN WIRING:- | item2731 | ||
| 2732 | 2732 | Wiring for circuit/sub main wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor single core cable in surface/recessed steel conduit as required. | item2732 | ||
| 2733 | 2733 | a) 4x 16 sq.mm + 2 x 16 sq.mm earth wire | item2733 | 1 | Meter |
| 2734 | 2734 | 15/16A SWITCH SOCKET OUTLET: | item2734 | ||
| 2735 | 2735 | Supplying and fixing suitable size GI Box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. | item2735 | 1 | Each |
| 2736 | 2736 | Wiring for light/power plug with 2 x 4 sq.mm. FRLS PVC insulated copper conductor single core cable in surface/recessed steel conduit alongwith 1 no. 4 sq mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. | item2736 | 1 | Meter |
| 2737 | 2737 | 5/6 SWITCH SOCKET OUTLETS:- | item2737 | ||
| 2738 | 2738 | supplying and fixing following modular switch/socket on the existing modular plate & Switch box including connections but excluding modular plate etc. as required. | item2738 | ||
| 2739 | 2739 | a) 5/6 amps switch | item2739 | 1 | Each |
| 2740 | 2740 | b) 3 Pin 5/6 amp socket outlet | item2740 | 1 | Each |
| 2741 | 2741 | c) 15/16 amps switch | item2741 | 1 | Each |
| 2742 | 2742 | d) Telephone socket outlet | item2742 | 1 | Each |
| 2743 | 2743 | supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. | item2743 | ||
| 2744 | 2744 | a) 6 Module (200 mm X 75 mm) | item2744 | 1 | Each |
| 2745 | 2745 | 20 A METAL CLAD SOCKET OUTLETS:- | item2745 | ||
| 2746 | 2746 | supplying and fixing 20 amps, 240 volts,SPN industrial type, socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 amps ''C\" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. | item2746 | 1 | Each |
| 2747 | 2747 | Distribution Boards & MCB:- | item2747 | ||
| 2748 | 2748 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess complete with tinned copper busbar, neutral busbar, earth bar, din bar, inter connections, powder painted including earthing etc. as required (but without MCB/RCCB/Isolotor). | item2748 | ||
| 2749 | 2749 | a) 8 way (4 + 24), Double Door. | item2749 | 1 | Each |
| 2750 | 2750 | Supplying and fixing following rating four pole, (three phase & neutral) 415 volts, residual current circuit breaker (RCCB), having a sensitivity current up to 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc.as required. | item2750 | ||
| 2751 | 2751 | a) 63 amps | item2751 | 1 | Each |
| 2752 | 2752 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissiong etc as required. | item2752 | ||
| 2753 | 2753 | a) Single Pole | item2753 | 1 | Each |
| 2754 | 2754 | Installation, testing and commissioning of pre-wired, flourescent fitting/ compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling/wall, including connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. | item2754 | 1 | Each |
| 2755 | 2755 | Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. | item2755 | 1 | Each |
| 2756 | 2756 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with. 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc.as required. | item2756 | 1 | Each |
| 2757 | 2757 | Installation of exhaust fan upto 450 mm sweep in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. | item2757 | 1 | Each |
| 2758 | 2758 | Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required | item2758 | 1 | Each |
| 2759 | 2759 | Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required | item2759 | ||
| 2760 | 2760 | a) Above 35 sq. mm and up to 95 sq. mm | item2760 | 1 | Meter |
| 2761 | 2761 | Laying of one number additional PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc as required | item2761 | ||
| 2762 | 2762 | a) Above 35 sq. mm and up to 95 sq. mm | item2762 | 1 | Meter |
| 2763 | 2763 | Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size in the existing RCC/HUME/METAL pipe as required. | item2763 | ||
| 2764 | 2764 | a) Above 35 sq. mm and up to 95 sq. mm | item2764 | 1 | Meter |
| 2765 | 2765 | Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and re-filling etc as required. | item2765 | ||
| 2766 | 2766 | a) 100 mm dia | item2766 | 1 | Meter |
| 2767 | 2767 | BRASS COMPRESSION GLAND | item2767 | ||
| 2768 | 2768 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. | item2768 | ||
| 2769 | 2769 | a) 3.5 C x 50 sq. mm (35 mm) | item2769 | 1 | Each |
| 2770 | 2770 | EARTHING:- | item2770 | ||
| 2771 | 2771 | Earthing with G.I. earth pipe 4.5 metere long 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required. | item2771 | 1 | set |
| 2772 | 2772 | Supplying and laying 25 x 5 mm GI strip at 0.50 meter below ground as strip earth electrode, including connection/terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm) | item2772 | 1 | Meter |
| 2773 | 2773 | Providing and fixing 25 mmx 5 mm G.I. strip on surface or in recess for connections etc.as required. | item2773 | 1 | Meter |
| 2774 | 2774 | Non Schedule items (Electrical Works) | item2774 | ||
| 2775 | 2775 | SUPPLY & INSTLLATION OF LIGHT FITTING & FANS:- | item2775 | ||
| 2776 | 2776 | Supply and erection of LED recessed mounted down light fitting with LED similar to catalogue no. 32W LED LHEWEBP7UL1W032, Havells make including all accessories, connecting wires, cost conveynence and all taxes etc. complete in all respect . (Make: Phillips,bajaj, CG,Havells) | item2776 | 1 | Each |
| 2777 | 2777 | b) Supply of surface mounted ceiling light as per bajaj CAT no. BCSC218 CFL W2EB or equivalent approved make approved equivalent make mentioned in the list of approved make of materials. including 2X18 watt CFL complete in all respects. | item2777 | 1 | Each |
| 2778 | 2778 | Supply of ceiling Fan 1200 mm sweep complete with capacitor, canopy, down rod, nut, bolts, split pin and 3 fans blades etc. (Make - Bajaj, Crompton, Havells) | item2778 | 1 | Each |
| 2779 | 2779 | Supply of 12\" (305 mm) dia (900 rpm) single phase exhaust fan with frame, louvers & bird screen including hardware for fixing complete in all respect Almonard make or equivalent ( Make -Almonard, Crompton,Bajaj) | item2779 | 1 | Each |
| 2780 | 2780 | Supply, erection, testing and commissioning of 1 x 150 watt street light luminaire with copper choke condenser, acrylic cover, reflector, G.I.bracket of suitable size & shape complete inluding wiring and connection with 3 X 4 sq. mm PVC insulated copper conductor wire from DB to the luminaire complete as required or as per approved makes. | item2780 | ||
| 2781 | 2781 | a) Simillar to Philips Cat. No. SGP401 1XSONT-150W or equivalent make as per approved makes. | item2781 | 1 | Each |
| 2782 | 2782 | Supplying, erection, Testing and commissioning of 1.5 T capacity, Window type airconditioner complete with remote control, sweeping arrangement in the cool air outlet category of 3 star ( (Make - Voltas,Model No. - 183 DY) and other accessories and 4 KVA wall mounted Copper model stabilizer of voltage range (90 V to 280 V) (Make - Unitech) . | item2782 | ||
| 2783 | 2783 | a) 1.5 Ton | item2783 | 1 | Each |
| 2784 | 2784 | b) Supplying and laying extra copper refrigerent pipe | item2784 | 1 | Metre |
| 2785 | 2785 | c) Supplying and laying of suitable PVC drinage pipe for indoor unit of AC | item2785 | 1 | Metre |
| 2786 | 2786 | (Main Distribution Board) | item2786 | ||
| 2787 | 2787 | Supply, erection, testing & commissioning of indoor type Main Distribution Board floor mounting type dust and vermin proof by contstruction of 1.6 mm CRCA sheets with bolted construction powder coated panel as specification below :- | item2787 | 1 | Each |
| 2788 | 2788 | Incomer | item2788 | ||
| 2789 | 2789 | 100 amps, 25 KA, 4P, MCCB - 1 No. (Thermal release, Rotary Handle) | item2789 | ||
| 2790 | 2790 | Spreader Link - 1 Set | item2790 | ||
| 2791 | 2791 | RYB Indicating lamps with PF - 1 Set | item2791 | ||
| 2792 | 2792 | Multi Function Meter - 1 No. | item2792 | ||
| 2793 | 2793 | CT 100/ 5 A - 1 Set | item2793 | ||
| 2794 | 2794 | 125 amps 4 P Changeover Switch - 1 No. | item2794 | ||
| 2795 | 2795 | Outgoing | item2795 | ||
| 2796 | 2796 | 63 amps TPN MCB, C Curve - 2 Nos. | item2796 | ||
| 2797 | 2797 | 40 amps TPN MCB, C Curve - 2 Nos. | item2797 | ||
| 2798 | 2798 | Busbar Rating | item2798 | ||
| 2799 | 2799 | One Set 100 amps TPN, 25 KA for 1 Sec. at Copper busbars with colour coated heat shrinkable PVC sleeves and suitable Size. | item2799 | ||
| 2800 | 2800 | Note: MCCB, MCB & Changeover Switch - L&T, Legrand, Siemens approved make. | item2800 | ||
| 2801 | 2801 | LT Cable | item2801 | ||
| 2802 | 2802 | Supply of 1.1 KV grade LT XLPE cable insulated aluminium conductor armoured cable to IS: 7098 (PT-1) including Testing and commissioning of the cables. | item2802 | ||
| 2803 | 2803 | a) 3.5 C x 50 mm2 | item2803 | 1 | Meter |
| 2804 | 2804 | Schedule- G (Supply and Execution OHE works) G(i)- Hind | item2804 | ||
| 2805 | 2805 | Concrete for foundation and plinth in hard soil/rock including material as per site condition | item2805 | 1 | Cum |
| 2806 | 2806 | Foundation for plinth in other than hard soil and rock including material as per site condition | item2806 | 1 | Cum |
| 2807 | 2807 | Supply and installation of reinforced cement concrete including excavation, shuttering and supply of 12mm steel rod as per site condition. | item2807 | 1 | Cum |
| 2808 | 2808 | Foundation and plinth for height gauge in other than hard soil and rock as per site condition. | item2808 | 1 | Cum |
| 2809 | 2809 | Supply & Erection of traction masts portals, TTC, Dwarf masts main masts of switching stations including. fabricated structures for feeder | item2809 | ||
| 2810 | 2810 | a) Supply | item2810 | 1 | Tonne |
| 2811 | 2811 | b) Erection | item2811 | 1 | Tonne |
| 2812 | 2812 | Supply & Erection of Fabricated steel work other than items in 2.1(a). | item2812 | ||
| 2813 | 2813 | a) Supply | item2813 | 1 | Tonne |
| 2814 | 2814 | b) Erection | item2814 | 1 | Tonne |
| 2815 | 2815 | Supply & Erection of a Guy Rod Assembly. | item2815 | ||
| 2816 | 2816 | a) Supply | item2816 | 1 | Each |
| 2817 | 2817 | b) Erection | item2817 | 1 | Each |
| 2818 | 2818 | Supply and erection without Insulator & Erection of a single Bracket assembly (Conventional). | item2818 | ||
| 2819 | 2819 | a) Supply | item2819 | 1 | Each |
| 2820 | 2820 | b) Erection | item2820 | 1 | Each |
| 2821 | 2821 | Supply and erection of Extra on 4(a)(i) for supporting two OHEs | item2821 | ||
| 2822 | 2822 | a) Supply | item2822 | 1 | Each |
| 2823 | 2823 | b) Erection | item2823 | 1 | Each |
| 2824 | 2824 | Supply without insulator and erection of a Pull off arrangement (conventional) | item2824 | ||
| 2825 | 2825 | a) Supply | item2825 | 1 | Each |
| 2826 | 2826 | b) Erection | item2826 | 1 | Each |
| 2827 | 2827 | Supply and erection on Extra for each additional equipment pulled including of material | item2827 | ||
| 2828 | 2828 | a) Supply | item2828 | 1 | Each |
| 2829 | 2829 | b) Erection | item2829 | 1 | Each |
| 2830 | 2830 | Supply and Erection of Over Head Equipment only(Conventional) | item2830 | ||
| 2831 | 2831 | a) Erection | item2831 | 1 | TKM |
| 2832 | 2832 | Supply & Erection of Copper cross feeder (37/2.25 mm HDBC) | item2832 | ||
| 2833 | 2833 | a) Supply | item2833 | 1 | KM |
| 2834 | 2834 | b) Erection | item2834 | 1 | KM |
| 2835 | 2835 | Supply & Erection of all aluminum 25kV Feeder (Single SPIDER) | item2835 | ||
| 2836 | 2836 | a) Supply | item2836 | 1 | KM |
| 2837 | 2837 | b) Erection | item2837 | 1 | KM |
| 2838 | 2838 | Supply & Erection of a regulated equipment (Pulley 3:1) with normal counter-weight assembly | item2838 | ||
| 2839 | 2839 | a) Supply | item2839 | 1 | Each |
| 2840 | 2840 | b) Erection | item2840 | 1 | Each |
| 2841 | 2841 | Single conductor of OHE or a terminating wire. | item2841 | ||
| 2842 | 2842 | a) Supply | item2842 | 1 | Each |
| 2843 | 2843 | b) Erection | item2843 | 1 | Each |
| 2844 | 2844 | Double Over Head Equipment conductor. | item2844 | ||
| 2845 | 2845 | a) Supply | item2845 | 1 | Each |
| 2846 | 2846 | b) Erection | item2846 | 1 | Each |
| 2847 | 2847 | All aluminum 25 KV Feeder / RC (single/SPIDER) | item2847 | ||
| 2848 | 2848 | a) Supply | item2848 | 1 | Each |
| 2849 | 2849 | b) Erection | item2849 | 1 | Each |
| 2850 | 2850 | Copper cross feeder (160 sq.mm) on the gantries. | item2850 | ||
| 2851 | 2851 | a) Supply | item2851 | 1 | Each |
| 2852 | 2852 | b) Erection | item2852 | 1 | Each |
| 2853 | 2853 | Supply & Erection of a 25 KV Bracket Porcelain insulator (1050 mm cd) | item2853 | ||
| 2854 | 2854 | a) Supply | item2854 | 1 | Each |
| 2855 | 2855 | b) Erection | item2855 | 1 | Each |
| 2856 | 2856 | Supply & Erection of a 25 KV Stay Porcelain insulator (1050 mm cd) | item2856 | ||
| 2857 | 2857 | a) Supply | item2857 | 1 | Each |
| 2858 | 2858 | b) Erection | item2858 | 1 | Each |
| 2859 | 2859 | Supply & Erection of a 25kV Post Insulator | item2859 | ||
| 2860 | 2860 | a) Supply | item2860 | 1 | Each |
| 2861 | 2861 | b) Erection | item2861 | 1 | Each |
| 2862 | 2862 | Supply & Erection of copper jumper :105sqm | item2862 | ||
| 2863 | 2863 | a) Supply | item2863 | 1 | Each |
| 2864 | 2864 | b) Erection | item2864 | 1 | Each |
| 2865 | 2865 | Supply & Erection of structure bond | item2865 | ||
| 2866 | 2866 | a) Supply | item2866 | 1 | Each |
| 2867 | 2867 | b) Erection | item2867 | 1 | Each |
| 2868 | 2868 | S&E of a 25 Kv. DO fuse assembly. | item2868 | ||
| 2869 | 2869 | a) Supply | item2869 | 1 | Each |
| 2870 | 2870 | b) Erection | item2870 | 1 | Each |
| 2871 | 2871 | Supply, erection, oil filtration, testing, and commissioning of LT supply transformer 10KVA | item2871 | ||
| 2872 | 2872 | a) Erection | item2872 | 1 | Each |
| 2873 | 2873 | b) Dismantling and re-erection | item2873 | 1 | Each |
| 2874 | 2874 | Supply & Erection of current transformer bushing circuits 110V DC circuits & 240 V AC supply circuits (2x4sq.mm copper) | item2874 | ||
| 2875 | 2875 | a) Supply | item2875 | 1 | Each |
| 2876 | 2876 | b) Erection | item2876 | 1 | Each |
| 2877 | 2877 | Supply & Erection of earth system | item2877 | ||
| 2878 | 2878 | Earth Electrode | item2878 | ||
| 2879 | 2879 | a) Supply | item2879 | 1 | Each |
| 2880 | 2880 | b) Erection | item2880 | 1 | Each |
| 2881 | 2881 | Earth lead 75mmx8mm mild steel laid in the ground | item2881 | ||
| 2882 | 2882 | a) Supply | item2882 | 1 | Mtr |
| 2883 | 2883 | b) Erection | item2883 | 1 | Mtr |
| 2884 | 2884 | Earth lead 75mmx8mm mild steel laid in the ground | item2884 | ||
| 2885 | 2885 | a) Supply | item2885 | 1 | Mtr |
| 2886 | 2886 | b) Erection | item2886 | 1 | Mtr |
| 2887 | 2887 | Earth lead 50mmx6mm mild steel laid in the ground | item2887 | ||
| 2888 | 2888 | a) Supply | item2888 | 1 | Mtr |
| 2889 | 2889 | b) Erection | item2889 | 1 | Mtr |
| 2890 | 2890 | Earth lead 75mmx8mm mild steel flat laid exposed | item2890 | ||
| 2891 | 2891 | a) Supply | item2891 | 1 | Mtr |
| 2892 | 2892 | b) Erection | item2892 | 1 | Mtr |
| 2893 | 2893 | Earth lead 50mmx6mm mild steel flat laid exposed | item2893 | ||
| 2894 | 2894 | a) Supply | item2894 | 1 | Mtr |
| 2895 | 2895 | b) Erection | item2895 | 1 | Mtr |
| 2896 | 2896 | 32mm dia MS Rod for Earth mat | item2896 | ||
| 2897 | 2897 | a) Supply | item2897 | 1 | Mtr |
| 2898 | 2898 | b) Erection | item2898 | 1 | Mtr |
| 2899 | 2899 | Earth screen wires | item2899 | ||
| 2900 | 2900 | a) Supply | item2900 | 1 | Mtr |
| 2901 | 2901 | b) Erection | item2901 | 1 | Mtr |
| 2902 | 2902 | Earth screen wire 7/9 SWG | item2902 | ||
| 2903 | 2903 | a) Supply | item2903 | 1 | Mtr |
| 2904 | 2904 | b) Erection | item2904 | 1 | Mtr |
| 2905 | 2905 | Schedule- G (Supply and Execution OHE works) G(ii)- Thana Bhawan | item2905 | ||
| 2906 | 2906 | Concrete for foundation and plinth in hard soil/rock including material as per site condition | item2906 | 1 | Cum |
| 2907 | 2907 | Foundation for plinth in other than hard soil and rock including material as per site condition | item2907 | 1 | Cum |
| 2908 | 2908 | Supply and installation of reinforced cement concrete including excavation, shuttering and supply of 12mm steel rod as per site condition. | item2908 | 1 | Cum |
| 2909 | 2909 | Foundation and plinth for height gauge in other than hard soil and rock as per site condition. | item2909 | 1 | Cum |
| 2910 | 2910 | Supply & Erection of traction masts portals, TTC, Dwarf masts main masts of switching stations including. fabricated structures for feeder | item2910 | ||
| 2911 | 2911 | a) Supply | item2911 | 1 | Tonne |
| 2912 | 2912 | b) Erection | item2912 | 1 | Tonne |
| 2913 | 2913 | Supply & Erection of Fabricated steel work other than items in 2.1(a). | item2913 | ||
| 2914 | 2914 | a) Supply | item2914 | 1 | Tonne |
| 2915 | 2915 | b) Erection | item2915 | 1 | Tonne |
| 2916 | 2916 | Supply & Erection of a Guy Rod Assembly. | item2916 | ||
| 2917 | 2917 | a) Supply | item2917 | 1 | Each |
| 2918 | 2918 | b) Erection | item2918 | 1 | Each |
| 2919 | 2919 | Supply and erection without Insulator & Erection of a single Bracket assembly (Conventional). | item2919 | ||
| 2920 | 2920 | a) Supply | item2920 | 1 | Each |
| 2921 | 2921 | b) Erection | item2921 | 1 | Each |
| 2922 | 2922 | Supply and erection of Extra on 4(a)(i) for supporting two OHEs | item2922 | ||
| 2923 | 2923 | a) Supply | item2923 | 1 | Each |
| 2924 | 2924 | b) Erection | item2924 | 1 | Each |
| 2925 | 2925 | Supply without insulator and erection of a Pull off arrangement (conventional) | item2925 | ||
| 2926 | 2926 | a) Supply | item2926 | 1 | Each |
| 2927 | 2927 | b) Erection | item2927 | 1 | Each |
| 2928 | 2928 | Supply and erection on Extra for each additional equipment pulled including of material | item2928 | ||
| 2929 | 2929 | a) Supply | item2929 | 1 | Each |
| 2930 | 2930 | b) Erection | item2930 | 1 | Each |
| 2931 | 2931 | Supply and Erection of Over Head Equipment only(Conventional) | item2931 | ||
| 2932 | 2932 | Erection | item2932 | 1 | TKM |
| 2933 | 2933 | Supply & Erection of Copper cross feeder (37/2.25 mm HDBC) | item2933 | ||
| 2934 | 2934 | a) Supply | item2934 | 1 | KM |
| 2935 | 2935 | b) Erection | item2935 | 1 | KM |
| 2936 | 2936 | Supply & Erection of all aluminum 25kV Feeder (Single SPIDER) | item2936 | ||
| 2937 | 2937 | a) Supply | item2937 | 1 | KM |
| 2938 | 2938 | b) Erection | item2938 | 1 | KM |
| 2939 | 2939 | Supply & Erection of a regulated equipment (Pulley 3:1) with normal counter-weight assembly | item2939 | ||
| 2940 | 2940 | a) Supply | item2940 | 1 | Each |
| 2941 | 2941 | b) Erection | item2941 | 1 | Each |
| 2942 | 2942 | Single conductor of OHE or a terminating wire. | item2942 | ||
| 2943 | 2943 | a) Supply | item2943 | 1 | Each |
| 2944 | 2944 | b) Erection | item2944 | 1 | Each |
| 2945 | 2945 | Double Over Head Equipment conductor. | item2945 | ||
| 2946 | 2946 | a) Supply | item2946 | 1 | Each |
| 2947 | 2947 | b) Erection | item2947 | 1 | Each |
| 2948 | 2948 | All aluminum 25 KV Feeder / RC (single/SPIDER) | item2948 | ||
| 2949 | 2949 | a) Supply | item2949 | 1 | Each |
| 2950 | 2950 | b) Erection | item2950 | 1 | Each |
| 2951 | 2951 | Copper cross feeder (160 sq.mm) on the gantries. | item2951 | ||
| 2952 | 2952 | a) Supply | item2952 | 1 | Each |
| 2953 | 2953 | b) Erection | item2953 | 1 | Each |
| 2954 | 2954 | Supply & Erection of a 25 KV Bracket Porcelain insulator (1050 mm cd) | item2954 | ||
| 2955 | 2955 | a) Supply | item2955 | 1 | Each |
| 2956 | 2956 | b) Erection | item2956 | 1 | Each |
| 2957 | 2957 | Supply & Erection of a 25 KV Stay Porcelain insulator (1050 mm cd) | item2957 | ||
| 2958 | 2958 | a) Supply | item2958 | 1 | Each |
| 2959 | 2959 | b) Erection | item2959 | 1 | Each |
| 2960 | 2960 | Supply & Erection of a 25kV Post Insulator | item2960 | ||
| 2961 | 2961 | a) Supply | item2961 | 1 | Each |
| 2962 | 2962 | b) Erection | item2962 | 1 | Each |
| 2963 | 2963 | Supply & Erection of copper jumper :105sqm | item2963 | ||
| 2964 | 2964 | a) Supply | item2964 | 1 | Each |
| 2965 | 2965 | b) Erection | item2965 | 1 | Each |
| 2966 | 2966 | Supply & Erection of structure bond | item2966 | ||
| 2967 | 2967 | a) Supply | item2967 | 1 | Each |
| 2968 | 2968 | b) Erection | item2968 | 1 | Each |
| 2969 | 2969 | S&E of a 25 Kv. DO fuse assembly. | item2969 | ||
| 2970 | 2970 | a) Supply | item2970 | 1 | Each |
| 2971 | 2971 | b) Erection | item2971 | 1 | Each |
| 2972 | 2972 | Supply, erection, oil filtration, testing, and commissioning of LT supply transformer 10KVA | item2972 | ||
| 2973 | 2973 | a) Erection | item2973 | 1 | Each |
| 2974 | 2974 | b) Dismantling and re-erection | item2974 | 1 | Each |
| 2975 | 2975 | Supply & Erection of current transformer bushing circuits 110V DC circuits & 240 V AC supply circuits (2x4sq.mm copper) | item2975 | ||
| 2976 | 2976 | a) Supply | item2976 | 1 | Each |
| 2977 | 2977 | b) Erection | item2977 | 1 | Each |
| 2978 | 2978 | Supply & Erection of earth system | item2978 | ||
| 2979 | 2979 | Earth Electrode | item2979 | ||
| 2980 | 2980 | a) Supply | item2980 | 1 | Each |
| 2981 | 2981 | b) Erection | item2981 | 1 | Each |
| 2982 | 2982 | Earth lead 75mmx8mm mild steel laid in the ground | item2982 | ||
| 2983 | 2983 | a) Supply | item2983 | 1 | Mtr |
| 2984 | 2984 | b) Erection | item2984 | 1 | Mtr |
| 2985 | 2985 | Earth lead 75mmx8mm mild steel laid in the ground | item2985 | ||
| 2986 | 2986 | a) Supply | item2986 | 1 | Mtr |
| 2987 | 2987 | b) Erection | item2987 | 1 | Mtr |
| 2988 | 2988 | Earth lead 50mmx6mm mild steel laid in the ground | item2988 | ||
| 2989 | 2989 | a) Supply | item2989 | 1 | Mtr |
| 2990 | 2990 | b) Erection | item2990 | 1 | Mtr |
| 2991 | 2991 | Earth lead 75mmx8mm mild steel flat laid exposed | item2991 | ||
| 2992 | 2992 | a) Supply | item2992 | 1 | Mtr |
| 2993 | 2993 | b) Erection | item2993 | 1 | Mtr |
| 2994 | 2994 | Earth lead 50mmx6mm mild steel flat laid exposed | item2994 | ||
| 2995 | 2995 | a) Supply | item2995 | 1 | Mtr |
| 2996 | 2996 | b) Erection | item2996 | 1 | Mtr |
| 2997 | 2997 | 32mm dia MS Rod for Earth mat | item2997 | ||
| 2998 | 2998 | a) Supply | item2998 | 1 | Mtr |
| 2999 | 2999 | b) Erection | item2999 | 1 | Mtr |
| 3000 | 3000 | Earth screen wires | item3000 | ||
| 3001 | 3001 | a) Supply | item3001 | 1 | Mtr |
| 3002 | 3002 | b) Erection | item3002 | 1 | Mtr |
| 3003 | 3003 | Earth screen wire 7/9 SWG | item3003 | ||
| 3004 | 3004 | a) Supply | item3004 | 1 | Mtr |
| 3005 | 3005 | b) Erection | item3005 | 1 | Mtr |
| 3006 | 3006 | Schedule- G (Supply and Execution OHE works) G(iii)- Nanauta | item3006 | ||
| 3007 | 3007 | Concrete for foundation and plinth in hard soil/rock including material as per site condition | item3007 | 1 | Cum |
| 3008 | 3008 | Foundation for plinth in other than hard soil and rock including material as per site condition | item3008 | 1 | Cum |
| 3009 | 3009 | Supply and installation of reinforced cement concrete including excavation, shuttering and supply of 12mm steel rod as per site condition. | item3009 | 1 | Cum |
| 3010 | 3010 | Foundation and plinth for height gauge in other than hard soil and rock as per site condition. | item3010 | 1 | Cum |
| 3011 | 3011 | Supply & Erection of traction masts portals, TTC, Dwarf masts main masts of switching stations including. fabricated structures for feeder | item3011 | ||
| 3012 | 3012 | a) Supply | item3012 | 1 | Tonne |
| 3013 | 3013 | b) Erection | item3013 | 1 | Tonne |
| 3014 | 3014 | Supply & Erection of Fabricated steel work other than items in 2.1(a). | item3014 | ||
| 3015 | 3015 | a) Supply | item3015 | 1 | Tonne |
| 3016 | 3016 | b) Erection | item3016 | 1 | Tonne |
| 3017 | 3017 | Supply & Erection of a Guy Rod Assembly. | item3017 | ||
| 3018 | 3018 | a) Supply | item3018 | 1 | Each |
| 3019 | 3019 | b) Erection | item3019 | 1 | Each |
| 3020 | 3020 | Supply and erection without Insulator & Erection of a single Bracket assembly (Conventional). | item3020 | ||
| 3021 | 3021 | a) Supply | item3021 | 1 | Each |
| 3022 | 3022 | b) Erection | item3022 | 1 | Each |
| 3023 | 3023 | Supply and erection of Extra on 4(a)(i) for supporting two OHEs | item3023 | ||
| 3024 | 3024 | a) Supply | item3024 | 1 | Each |
| 3025 | 3025 | b) Erection | item3025 | 1 | Each |
| 3026 | 3026 | Supply without insulator and erection of a Pull off arrangement (conventional) | item3026 | ||
| 3027 | 3027 | a) Supply | item3027 | 1 | Each |
| 3028 | 3028 | b) Erection | item3028 | 1 | Each |
| 3029 | 3029 | Supply and erection on Extra for each additional equipment pulled including of material | item3029 | ||
| 3030 | 3030 | a) Supply | item3030 | 1 | Each |
| 3031 | 3031 | b) Erection | item3031 | 1 | Each |
| 3032 | 3032 | Supply and Erection of Over Head Equipment only(Conventional) | item3032 | ||
| 3033 | 3033 | Erection | item3033 | 1 | TKM |
| 3034 | 3034 | Supply & Erection of Copper cross feeder (37/2.25 mm HDBC) | item3034 | ||
| 3035 | 3035 | a) Supply | item3035 | 1 | KM |
| 3036 | 3036 | b) Erection | item3036 | 1 | KM |
| 3037 | 3037 | Supply & Erection of all aluminum 25kV Feeder (Single SPIDER) | item3037 | ||
| 3038 | 3038 | a) Supply | item3038 | 1 | KM |
| 3039 | 3039 | b) Erection | item3039 | 1 | KM |
| 3040 | 3040 | Supply & Erection of a regulated equipment (Pulley 3:1) with normal counter-weight assembly | item3040 | ||
| 3041 | 3041 | a) Supply | item3041 | 1 | Each |
| 3042 | 3042 | b) Erection | item3042 | 1 | Each |
| 3043 | 3043 | Single conductor of OHE or a terminating wire. | item3043 | ||
| 3044 | 3044 | a) Supply | item3044 | 1 | Each |
| 3045 | 3045 | b) Erection | item3045 | 1 | Each |
| 3046 | 3046 | Double Over Head Equipment conductor. | item3046 | ||
| 3047 | 3047 | a) Supply | item3047 | 1 | Each |
| 3048 | 3048 | b) Erection | item3048 | 1 | Each |
| 3049 | 3049 | All aluminum 25 KV Feeder / RC (single/SPIDER) | item3049 | ||
| 3050 | 3050 | a) Supply | item3050 | 1 | Each |
| 3051 | 3051 | b) Erection | item3051 | 1 | Each |
| 3052 | 3052 | Copper cross feeder (160 sq.mm) on the gantries. | item3052 | ||
| 3053 | 3053 | a) Supply | item3053 | 1 | Each |
| 3054 | 3054 | b) Erection | item3054 | 1 | Each |
| 3055 | 3055 | Supply & Erection of a 25 KV Bracket Porcelain insulator (1050 mm cd) | item3055 | ||
| 3056 | 3056 | a) Supply | item3056 | 1 | Each |
| 3057 | 3057 | b) Erection | item3057 | 1 | Each |
| 3058 | 3058 | Supply & Erection of a 25 KV Stay Porcelain insulator (1050 mm cd) | item3058 | ||
| 3059 | 3059 | a) Supply | item3059 | 1 | Each |
| 3060 | 3060 | b) Erection | item3060 | 1 | Each |
| 3061 | 3061 | Supply & Erection of a 25kV Post Insulator | item3061 | ||
| 3062 | 3062 | a) Supply | item3062 | 1 | Each |
| 3063 | 3063 | b) Erection | item3063 | 1 | Each |
| 3064 | 3064 | Supply & Erection of copper jumper :105sqm | item3064 | ||
| 3065 | 3065 | a) Supply | item3065 | 1 | Each |
| 3066 | 3066 | b) Erection | item3066 | 1 | Each |
| 3067 | 3067 | Supply & Erection of structure bond | item3067 | ||
| 3068 | 3068 | a) Supply | item3068 | 1 | Each |
| 3069 | 3069 | b) Erection | item3069 | 1 | Each |
| 3070 | 3070 | S&E of a 25 Kv. DO fuse assembly. | item3070 | ||
| 3071 | 3071 | a) Supply | item3071 | 1 | Each |
| 3072 | 3072 | b) Erection | item3072 | 1 | Each |
| 3073 | 3073 | Supply, erection, oil filtration, testing, and commissioning of LT supply transformer 10KVA | item3073 | ||
| 3074 | 3074 | a) Erection | item3074 | 1 | Each |
| 3075 | 3075 | b) Dismantling and re-erection | item3075 | 1 | Each |
| 3076 | 3076 | Supply & Erection of current transformer bushing circuits 110V DC circuits & 240 V AC supply circuits (2x4sq.mm copper) | item3076 | ||
| 3077 | 3077 | a) Supply | item3077 | 1 | Each |
| 3078 | 3078 | b) Erection | item3078 | 1 | Each |
| 3079 | 3079 | Supply & Erection of earth system | item3079 | ||
| 3080 | 3080 | Earth Electrode | item3080 | ||
| 3081 | 3081 | a) Supply | item3081 | 1 | Each |
| 3082 | 3082 | b) Erection | item3082 | 1 | Each |
| 3083 | 3083 | Earth lead 75mmx8mm mild steel laid in the ground | item3083 | ||
| 3084 | 3084 | a) Supply | item3084 | 1 | Mtr |
| 3085 | 3085 | b) Erection | item3085 | 1 | Mtr |
| 3086 | 3086 | Earth lead 75mmx8mm mild steel laid in the ground | item3086 | ||
| 3087 | 3087 | a) Supply | item3087 | 1 | Mtr |
| 3088 | 3088 | b) Erection | item3088 | 1 | Mtr |
| 3089 | 3089 | Earth lead 50mmx6mm mild steel laid in the ground | item3089 | ||
| 3090 | 3090 | a) Supply | item3090 | 1 | Mtr |
| 3091 | 3091 | b) Erection | item3091 | 1 | Mtr |
| 3092 | 3092 | Earth lead 75mmx8mm mild steel flat laid exposed | item3092 | ||
| 3093 | 3093 | a) Supply | item3093 | 1 | Mtr |
| 3094 | 3094 | b) Erection | item3094 | 1 | Mtr |
| 3095 | 3095 | Earth lead 50mmx6mm mild steel flat laid exposed | item3095 | ||
| 3096 | 3096 | a) Supply | item3096 | 1 | Mtr |
| 3097 | 3097 | b) Erection | item3097 | 1 | Mtr |
| 3098 | 3098 | 32mm dia MS Rod for Earth mat | item3098 | ||
| 3099 | 3099 | a) Supply | item3099 | 1 | Mtr |
| 3100 | 3100 | b) Erection | item3100 | 1 | Mtr |
| 3101 | 3101 | Earth screen wires | item3101 | ||
| 3102 | 3102 | a) Supply | item3102 | 1 | Mtr |
| 3103 | 3103 | b) Erection | item3103 | 1 | Mtr |
| 3104 | 3104 | Earth screen wire 7/9 SWG | item3104 | ||
| 3105 | 3105 | a) Supply | item3105 | 1 | Mtr |
| 3106 | 3106 | b) Erection | item3106 | 1 | Mtr |
| 3107 | 3107 | Schedule- G (Supply and Execution OHE works) G(iv)- Rampur Manhyaran | item3107 | ||
| 3108 | 3108 | Concrete for foundation and plinth in hard soil/rock including material as per site condition | item3108 | 1 | Cum |
| 3109 | 3109 | Foundation for plinth in other than hard soil and rock including material as per site condition | item3109 | 1 | Cum |
| 3110 | 3110 | Supply and installation of reinforced cement concrete including excavation, shuttering and supply of 12mm steel rod as per site condition. | item3110 | 1 | Cum |
| 3111 | 3111 | Foundation and plinth for height gauge in other than hard soil and rock as per site condition. | item3111 | 1 | Cum |
| 3112 | 3112 | Supply & Erection of traction masts portals, TTC, Dwarf masts main masts of switching stations including. fabricated structures for feeder | item3112 | ||
| 3113 | 3113 | a) Supply | item3113 | 1 | Tonne |
| 3114 | 3114 | b) Erection | item3114 | 1 | Tonne |
| 3115 | 3115 | Supply & Erection of Fabricated steel work other than items in 2.1(a). | item3115 | ||
| 3116 | 3116 | a) Supply | item3116 | 1 | Tonne |
| 3117 | 3117 | b) Erection | item3117 | 1 | Tonne |
| 3118 | 3118 | Supply & Erection of a Guy Rod Assembly. | item3118 | ||
| 3119 | 3119 | a) Supply | item3119 | 1 | Each |
| 3120 | 3120 | b) Erection | item3120 | 1 | Each |
| 3121 | 3121 | Supply and erection without Insulator & Erection of a single Bracket assembly (Conventional). | item3121 | ||
| 3122 | 3122 | a) Supply | item3122 | 1 | Each |
| 3123 | 3123 | b) Erection | item3123 | 1 | Each |
| 3124 | 3124 | Supply and erection of Extra on 2.5 for supporting two OHEs | item3124 | ||
| 3125 | 3125 | a) Supply | item3125 | 1 | Each |
| 3126 | 3126 | b) Erection | item3126 | 1 | Each |
| 3127 | 3127 | Supply without insulator and erection of a Pull off arrangement (conventional) | item3127 | ||
| 3128 | 3128 | a) Supply | item3128 | 1 | Each |
| 3129 | 3129 | b) Erection | item3129 | 1 | Each |
| 3130 | 3130 | Supply and erection on Extra for each additional equipment pulled including of material | item3130 | ||
| 3131 | 3131 | a) Supply | item3131 | 1 | Each |
| 3132 | 3132 | b) Erection | item3132 | 1 | Each |
| 3133 | 3133 | Supply and Erection of Over Head Equipment only(Conventional) | item3133 | ||
| 3134 | 3134 | Erection | item3134 | 1 | TKM |
| 3135 | 3135 | Supply & Erection of Copper cross feeder (37/2.25 mm HDBC) | item3135 | ||
| 3136 | 3136 | a) Supply | item3136 | 1 | KM |
| 3137 | 3137 | b) Erection | item3137 | 1 | KM |
| 3138 | 3138 | Supply & Erection of all aluminum 25kV Feeder (Single SPIDER) | item3138 | ||
| 3139 | 3139 | a) Supply | item3139 | 1 | KM |
| 3140 | 3140 | b) Erection | item3140 | 1 | KM |
| 3141 | 3141 | Supply & Erection of a regulated equipment (Pulley 3:1) with normal counter-weight assembly | item3141 | ||
| 3142 | 3142 | a) Supply | item3142 | 1 | Each |
| 3143 | 3143 | b) Erection | item3143 | 1 | Each |
| 3144 | 3144 | Single conductor of OHE or a terminating wire. | item3144 | ||
| 3145 | 3145 | a) Supply | item3145 | 1 | Each |
| 3146 | 3146 | b) Erection | item3146 | 1 | Each |
| 3147 | 3147 | Double Over Head Equipment conductor. | item3147 | ||
| 3148 | 3148 | a) Supply | item3148 | 1 | Each |
| 3149 | 3149 | b) Erection | item3149 | 1 | Each |
| 3150 | 3150 | All aluminum 25 KV Feeder / RC (single/SPIDER) | item3150 | ||
| 3151 | 3151 | a) Supply | item3151 | 1 | Each |
| 3152 | 3152 | b) Erection | item3152 | 1 | Each |
| 3153 | 3153 | Copper cross feeder (160 sq.mm) on the gantries. | item3153 | ||
| 3154 | 3154 | a) Supply | item3154 | 1 | Each |
| 3155 | 3155 | b) Erection | item3155 | 1 | Each |
| 3156 | 3156 | Supply & Erection of a 25 KV Bracket Porcelain insulator (1050 mm cd) | item3156 | ||
| 3157 | 3157 | a) Supply | item3157 | 1 | Each |
| 3158 | 3158 | b) Erection | item3158 | 1 | Each |
| 3159 | 3159 | Supply & Erection of a 25 KV Stay Porcelain insulator (1050 mm cd) | item3159 | ||
| 3160 | 3160 | a) Supply | item3160 | 1 | Each |
| 3161 | 3161 | b) Erection | item3161 | 1 | Each |
| 3162 | 3162 | Supply & Erection of a 25kV Post Insulator | item3162 | ||
| 3163 | 3163 | a) Supply | item3163 | 1 | Each |
| 3164 | 3164 | b) Erection | item3164 | 1 | Each |
| 3165 | 3165 | Supply & Erection of copper jumper :105sqm | item3165 | ||
| 3166 | 3166 | a) Supply | item3166 | 1 | Each |
| 3167 | 3167 | b) Erection | item3167 | 1 | Each |
| 3168 | 3168 | Supply & Erection of structure bond | item3168 | ||
| 3169 | 3169 | a) Supply | item3169 | 1 | Each |
| 3170 | 3170 | b) Erection | item3170 | 1 | Each |
| 3171 | 3171 | S&E of a 25 Kv. DO fuse assembly. | item3171 | ||
| 3172 | 3172 | a) Supply | item3172 | 1 | Each |
| 3173 | 3173 | b) Erection | item3173 | 1 | Each |
| 3174 | 3174 | Supply, erection, oil filtration, testing, and commissioning of LT supply transformer 10KVA | item3174 | ||
| 3175 | 3175 | Erection | item3175 | 1 | Each |
| 3176 | 3176 | Dismantling and re-erection | item3176 | 1 | Each |
| 3177 | 3177 | Supply & Erection of current transformer bushing circuits 110V DC circuits & 240 V AC supply circuits (2x4sq.mm copper) | item3177 | ||
| 3178 | 3178 | a) Supply | item3178 | 1 | Each |
| 3179 | 3179 | b) Erection | item3179 | 1 | Each |
| 3180 | 3180 | Supply & Erection of earth system | item3180 | ||
| 3181 | 3181 | Earth Electrode | item3181 | ||
| 3182 | 3182 | a) Supply | item3182 | 1 | Each |
| 3183 | 3183 | b) Erection | item3183 | 1 | Each |
| 3184 | 3184 | Earth lead 75mmx8mm mild steel laid in the ground | item3184 | ||
| 3185 | 3185 | a) Supply | item3185 | 1 | Mtr |
| 3186 | 3186 | b) Erection | item3186 | 1 | Mtr |
| 3187 | 3187 | Earth lead 75mmx8mm mild steel laid in the ground | item3187 | ||
| 3188 | 3188 | a) Supply | item3188 | 1 | Mtr |
| 3189 | 3189 | b) Erection | item3189 | 1 | Mtr |
| 3190 | 3190 | Earth lead 50mmx6mm mild steel laid in the ground | item3190 | ||
| 3191 | 3191 | a) Supply | item3191 | 1 | Mtr |
| 3192 | 3192 | b) Erection | item3192 | 1 | Mtr |
| 3193 | 3193 | Earth lead 75mmx8mm mild steel flat laid exposed | item3193 | ||
| 3194 | 3194 | a) Supply | item3194 | 1 | Mtr |
| 3195 | 3195 | b) Erection | item3195 | 1 | Mtr |
| 3196 | 3196 | Earth lead 50mmx6mm mild steel flat laid exposed | item3196 | ||
| 3197 | 3197 | a) Supply | item3197 | 1 | Mtr |
| 3198 | 3198 | b) Erection | item3198 | 1 | Mtr |
| 3199 | 3199 | 32mm dia MS Rod for Earth mat | item3199 | ||
| 3200 | 3200 | a) Supply | item3200 | 1 | Mtr |
| 3201 | 3201 | b) Erection | item3201 | 1 | Mtr |
| 3202 | 3202 | Earth screen wires | item3202 | ||
| 3203 | 3203 | a) Supply | item3203 | 1 | Mtr |
| 3204 | 3204 | b) Erection | item3204 | 1 | Mtr |
| 3205 | 3205 | Earth screen wire 7/9 SWG | item3205 | ||
| 3206 | 3206 | a) Supply | item3206 | 1 | Mtr |
| 3207 | 3207 | b) Erection | item3207 | 1 | Mtr |
| 3208 | 3208 | Schedule- G (Supply and Execution OHE works) G(v)- Manani | item3208 | ||
| 3209 | 3209 | Concrete for foundation and plinth in hard soil/rock including material as per site condition | item3209 | 1 | Cum |
| 3210 | 3210 | Foundation for plinth in other than hard soil and rock including material as per site condition | item3210 | 1 | Cum |
| 3211 | 3211 | Supply and installation of reinforced cement concrete including excavation, shuttering and supply of 12mm steel rod as per site condition. | item3211 | 1 | Cum |
| 3212 | 3212 | Foundation and plinth for height gauge in other than hard soil and rock as per site condition. | item3212 | 1 | Cum |
| 3213 | 3213 | Supply & Erection of traction masts portals, TTC, Dwarf masts main masts of switching stations including. fabricated structures for feeder | item3213 | ||
| 3214 | 3214 | a) Supply | item3214 | 1 | Tonne |
| 3215 | 3215 | b) Erection | item3215 | 1 | Tonne |
| 3216 | 3216 | Supply & Erection of Fabricated steel work other than items in 2.1(a). | item3216 | ||
| 3217 | 3217 | a) Supply | item3217 | 1 | Tonne |
| 3218 | 3218 | b) Erection | item3218 | 1 | Tonne |
| 3219 | 3219 | Supply & Erection of a Guy Rod Assembly. | item3219 | ||
| 3220 | 3220 | a) Supply | item3220 | 1 | Each |
| 3221 | 3221 | b) Erection | item3221 | 1 | Each |
| 3222 | 3222 | Supply and erection without Insulator & Erection of a single Bracket assembly (Conventional). | item3222 | ||
| 3223 | 3223 | a) Supply | item3223 | 1 | Each |
| 3224 | 3224 | b) Erection | item3224 | 1 | Each |
| 3225 | 3225 | Supply and erection of Extra on 4(a)(i) for supporting two OHEs | item3225 | ||
| 3226 | 3226 | a) Supply | item3226 | 1 | Each |
| 3227 | 3227 | b) Erection | item3227 | 1 | Each |
| 3228 | 3228 | Supply without insulator and erection of a Pull off arrangement (conventional) | item3228 | ||
| 3229 | 3229 | a) Supply | item3229 | 1 | Each |
| 3230 | 3230 | b) Erection | item3230 | 1 | Each |
| 3231 | 3231 | Supply and erection on Extra for each additional equipment pulled including of material | item3231 | ||
| 3232 | 3232 | a) Supply | item3232 | 1 | Each |
| 3233 | 3233 | b) Erection | item3233 | 1 | Each |
| 3234 | 3234 | Supply and Erection of Over Head Equipment only(Conventional) | item3234 | ||
| 3235 | 3235 | Erection | item3235 | 1 | TKM |
| 3236 | 3236 | Supply & Erection of Copper cross feeder (37/2.25 mm HDBC) | item3236 | ||
| 3237 | 3237 | a) Supply | item3237 | 1 | KM |
| 3238 | 3238 | b) Erection | item3238 | 1 | KM |
| 3239 | 3239 | Supply & Erection of all aluminum 25kV Feeder (Single SPIDER) | item3239 | ||
| 3240 | 3240 | a) Supply | item3240 | 1 | KM |
| 3241 | 3241 | b) Erection | item3241 | 1 | KM |
| 3242 | 3242 | Supply & Erection of a regulated equipment (Pulley 3:1) with normal counter-weight assembly | item3242 | ||
| 3243 | 3243 | a) Supply | item3243 | 1 | Each |
| 3244 | 3244 | b) Erection | item3244 | 1 | Each |
| 3245 | 3245 | Single conductor of OHE or a terminating wire. | item3245 | ||
| 3246 | 3246 | a) Supply | item3246 | 1 | Each |
| 3247 | 3247 | b) Erection | item3247 | 1 | Each |
| 3248 | 3248 | Double Over Head Equipment conductor. | item3248 | ||
| 3249 | 3249 | a) Supply | item3249 | 1 | Each |
| 3250 | 3250 | b) Erection | item3250 | 1 | Each |
| 3251 | 3251 | All aluminum 25 KV Feeder / RC (single/SPIDER) | item3251 | ||
| 3252 | 3252 | a) Supply | item3252 | 1 | Each |
| 3253 | 3253 | b) Erection | item3253 | 1 | Each |
| 3254 | 3254 | Copper cross feeder (160 sq.mm) on the gantries. | item3254 | ||
| 3255 | 3255 | a) Supply | item3255 | 1 | Each |
| 3256 | 3256 | b) Erection | item3256 | 1 | Each |
| 3257 | 3257 | Supply & Erection of a 25 KV Bracket Porcelain insulator (1050 mm cd) | item3257 | ||
| 3258 | 3258 | a) Supply | item3258 | 1 | Each |
| 3259 | 3259 | b) Erection | item3259 | 1 | Each |
| 3260 | 3260 | Supply & Erection of a 25 KV Stay Porcelain insulator (1050 mm cd) | item3260 | ||
| 3261 | 3261 | a) Supply | item3261 | 1 | Each |
| 3262 | 3262 | b) Erection | item3262 | 1 | Each |
| 3263 | 3263 | Supply & Erection of a 25kV Post Insulator | item3263 | ||
| 3264 | 3264 | a) Supply | item3264 | 1 | Each |
| 3265 | 3265 | b) Erection | item3265 | 1 | Each |
| 3266 | 3266 | Supply & Erection of copper jumper :105sqm | item3266 | ||
| 3267 | 3267 | a) Supply | item3267 | 1 | Each |
| 3268 | 3268 | b) Erection | item3268 | 1 | Each |
| 3269 | 3269 | Supply & Erection of structure bond | item3269 | ||
| 3270 | 3270 | a) Supply | item3270 | 1 | Each |
| 3271 | 3271 | b) Erection | item3271 | 1 | Each |
| 3272 | 3272 | S&E of a 25 Kv. DO fuse assembly. | item3272 | ||
| 3273 | 3273 | a) Supply | item3273 | 1 | Each |
| 3274 | 3274 | b) Erection | item3274 | 1 | Each |
| 3275 | 3275 | Supply, erection, oil filtration, testing, and commissioning of LT supply transformer 10KVA | item3275 | ||
| 3276 | 3276 | a) Supply | item3276 | 1 | Each |
| 3277 | 3277 | b) Erection | item3277 | 1 | Each |
| 3278 | 3278 | Supply & Erection of current transformer bushing circuits 110V DC circuits & 240 V AC supply circuits (2x4sq.mm copper) | item3278 | ||
| 3279 | 3279 | a) Supply | item3279 | 1 | Each |
| 3280 | 3280 | b) Erection | item3280 | 1 | Each |
| 3281 | 3281 | Supply & Erection of earth system | item3281 | ||
| 3282 | 3282 | Earth Electrode | item3282 | ||
| 3283 | 3283 | a) Supply | item3283 | 1 | Each |
| 3284 | 3284 | b) Erection | item3284 | 1 | Each |
| 3285 | 3285 | Earth lead 75mmx8mm mild steel laid in the ground | item3285 | ||
| 3286 | 3286 | a) Supply | item3286 | 1 | Mtr |
| 3287 | 3287 | b) Erection | item3287 | 1 | Mtr |
| 3288 | 3288 | Earth lead 75mmx8mm mild steel laid in the ground | item3288 | ||
| 3289 | 3289 | a) Supply | item3289 | 1 | Mtr |
| 3290 | 3290 | b) Erection | item3290 | 1 | Mtr |
| 3291 | 3291 | Earth lead 50mmx6mm mild steel laid in the ground | item3291 | ||
| 3292 | 3292 | a) Supply | item3292 | 1 | Mtr |
| 3293 | 3293 | b) Erection | item3293 | 1 | Mtr |
| 3294 | 3294 | Earth lead 75mmx8mm mild steel flat laid exposed | item3294 | ||
| 3295 | 3295 | a) Supply | item3295 | 1 | Mtr |
| 3296 | 3296 | b) Erection | item3296 | 1 | Mtr |
| 3297 | 3297 | Earth lead 50mmx6mm mild steel flat laid exposed | item3297 | ||
| 3298 | 3298 | a) Supply | item3298 | 1 | Mtr |
| 3299 | 3299 | b) Erection | item3299 | 1 | Mtr |
| 3300 | 3300 | 32mm dia MS Rod for Earth mat | item3300 | ||
| 3301 | 3301 | a) Supply | item3301 | 1 | Mtr |
| 3302 | 3302 | b) Erection | item3302 | 1 | Mtr |
| 3303 | 3303 | Earth screen wires | item3303 | ||
| 3304 | 3304 | a) Supply | item3304 | 1 | Mtr |
| 3305 | 3305 | b) Erection | item3305 | 1 | Mtr |
| 3306 | 3306 | Earth screen wire 7/9 SWG | item3306 | ||
| 3307 | 3307 | a) Supply | item3307 | 1 | Mtr |
| 3308 | 3308 | b) Erection | item3308 | 1 | Mtr |
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