( 3X3.15 Mva 33 / 22 Kv Sub Station At Shilibagi Survey Design Erection Testing And Commissioning Of 3X3.15Mva 33 22 Kv Sub Station At Shilibagi Alongiwith Civil Work Approach Road Etc Under Esd Janjehli Ed Gohar In Operation Circle Hpsebl Ma
Tender Value
3.47 Crore
Estimated cost
Bid Submission
08 Oct 2021
0 days left
EMD
8.68 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Janjehli, Distt. Mandi HP → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
( 3X3.15 Mva 33 / 22 Kv Sub Station At Shilibagi Survey Design Erection Testing And Commissioning Of 3X3.15Mva 33 22 Kv Sub Station At Shilibagi Alongiwith Civil Work Approach Road Etc Under Esd Janjehli Ed Gohar In Operation Circle Hpsebl Mandi Hp
BOQ
| Sl. No. | Item Description |
| 1 | Transformer (s) |
| 2 | Prov. 3.15 MVA,33/22 kV PowerTransformer Out Door Quantity 3Units No.To Be Provided by HPSEBL |
| 3 | Prov. Sub station transformer (100KVKA,33/.4 KV)Quantity 1Units No.To Be Provided by HPSEBL |
| 4 | 33 Kv Switchgear & alied Material with 1 no inncomer |
| 5 | Prov.33 KV, 10 KV gapless metal oxide surge arrestorscomplete(set of 5)Quantity 1 5 Units Set.To Be Provided by HPSEBL |
| 6 | Prov.33 KV Isolator with Earth blade motorizedQuantity2 Units Set.To Be Provided by HPSEBL |
| 7 | Prov.33 KV Isolator without Earth blade motorizedQuantity 1 1 Units Set.To Be Provided by HPSEBL |
| 8 | Prov.VCB 33 KV outdoor (36 KV 1250 A 26.2 Ka Outdoor Type)Quantity5 Units No.To Be Provided by HPSEBL |
| 9 | Prov.33 kV Control and Relay (CR) Panel (33 kV Incomer Bus) [Numeric Relay, IEC 61850]Quantity 5 Units Set.To Be Provided by HPSEBL |
| 10 | Prov.33 KV CT, Ratio 300-150/1-1-1A For Bus Coupler and Other VCBQuantity 1 5 Units No.To Be Provided by HPSEBL |
| 11 | Prov.33 kV Drop Out Fuse Unit (33 kV, Expulsion)Quantity 1Units Set.To Be Provided by HPSEBL |
| 12 | Prov.33/0.110 KV PTQuantity 6 Units Set.To Be Provided by HPSEBL |
| 13 | 22 Kv Switchgear & alied Material outgoing feeder |
| 14 | Prov.22 kv outgoing feeder control and relay (CR) panel with VCB(22 KV 1250 A 25 KA indoor Type)Quantity 7 Units No.To Be Provided by HPSEBL |
| 15 | Prov.22 KV LA/Surge ArresterQuantity 12 Units No.To Be Provided by HPSEBL |
| 16 | Prov.22 KV cable(22 kv,120 mm2,XLPE,Three core,Armoured) |
| 17 | Prov.22 KV Cable Terminal Kit(400 mm2, outdoor) |
| 18 | Prov.22 KV Cable Terminal Kit(400 mm2, indoor) |
| 19 | Prov.22 KV Isolator without Earth blade motorizedQuantity 4 Units Set.To Be Provided by HPSEBL |
| 20 | 22 Kv Switchgear & alied Material (incomer bus bar) |
| 21 | Prov.22 KV cable(22 kv,120 mm2,XLPE,Three core,Armoured) |
| 22 | Prov.L.T.cable 3.5 Core 95 mm2 |
| 23 | Prov.22 KV outgoing feeder structure |
| 24 | SUPPORTS(a) Steel tubular pole 11 m long with base plate for 1 Nos. out going Feeder |
| 25 | SUPPORTS(b) RCC muffs & concreting thereof for 2nos. out going Feeder |
| 26 | CROSS ARMS(a) 4.4 m tr long M.S. channel iron 100X50X5 mm 9.56 kg/m Cross armsfor Sub-Station With 1 nos. out going Feeder |
| 27 | CROSS ARMS(b)M.S. angle iron 50X50X5 mm 4.5 kg/mCross arms for Sub-Station With 1 nos. out going Feeder |
| 28 | CROSS ARMS(c) M.S. Halfclamps with for1 nos. out going Feeder |
| 29 | CROSS ARMS(d) M.S. full clamps for1 nos. out going Feeder |
| 30 | CROSS ARMS(e) M.S.nuts & bolts for S/Stn with 1 nos. out going Feeder |
| 31 | Single insulators tension string for S/Stn with 1 nos. out going Feeder |
| 32 | ACSR 100 mm² Conductor for 1 nos. out going Feeder for:- |
| 33 | Prov.Discs insulator sets on Dead End structures (comprising 1 No. Disc: ^^(Porcelain, BS, 12 kV, 90 kN) including Dead End Clamps etc.) x (3 No. conductors) |
| 34 | P.G Clamps for 4 nos. out going Feeder |
| 35 | General Equipments |
| 36 | Prov.Battery Bank with Battery Charger 30V,100 AHQuantity 1 Units No.To Be Provided by HPSEBL |
| 37 | Prov.Distribution Panel 30 V,D.CQuantity 1Units Job.To Be Provided by HPSEBL |
| 38 | Prov.Distribution Panel 415V,ACQuantity 1 Units No.To Be Provided by HPSEBL |
| 39 | Super structure and Bus bar |
| 40 | 33 KV Super stucture |
| 41 | (a) Super Structure (a) R.S. Joists, size 12,800x225x150 mm 15 supports i.e. (15x12.8x37.3) = 7161.60 kg say 7.16 MT |
| 42 | (b) M.S. 16 mm dia foundation Bolts with washers and nuts etc. @ 4.00 Kg per Structure = 15x4 = 60.00 Kg. |
| 43 | (c) M.S. channel Iron 125x65 mm, X-arm @13.1 kg/m at |
| 44 | (i) 13.50Mtr. long = 24 No. = 13.5x24 = 324.00 Mtrs. |
| 45 | (ii) 9.0 Mtr. long= 4 No. = 9.0x4 = 36.0 Mtrs. |
| 46 | (ii) 4.50 Mtr. long= 14 No. = 4.50x14= 63.00 Mtrs. |
| 47 | Total = 423.00 Mtrs. |
| 48 | (g) Nuts & Bolts with Washers off sizes |
| 49 | BUS-BAR |
| 50 | (i) 3 Disc insulators Tension String complete with fitting |
| 51 | (ii) ACSR conductor 150 mm² |
| 52 | (3x13.5+9x4.5)2x40 Jumpersjumpers at 2 m average = 161 say 161 Mtrs. |
| 53 | (iii) Tee clamps |
| 54 | (iv) PG clamps |
| 55 | Prov.Earthing (33 KV Sub Station) |
| 56 | Cost of material for Earthing Mate Laying |
| 57 | Earthing of 33 KV Yard & Equipment & 22 KV or 11 KV paneis M.S. Flat 50x6 mm,2.4kg/m At 5 % wastage:- |
| 58 | (a) Transformer earthing at 3 points (body & netural ) at 10 Mtr each (3x10)x1.05 =31.5 Mtr |
| 59 | (b) For 2 No. LA\"s at 4.2 Mtr each 4.2x2x1.05=8.82 mtr |
| 60 | (c) For 15 Nos. 33 KV super structure at 11.50 Mtr each 15x11.50x1.05=173.25 Mtr i.e.173 Mtr |
| 61 | (d) For 12 Nos VCB & CT body earthing at 10m Each ( 12x10)x1.05=126 Mtr |
| 62 | Total (a=b=c=d)=339.57m i.e.340 Mtr,816 Kg =0.816 MT |
| 63 | G.I Wire No.6 SWG for screening etc |
| 64 | Eye Hook for Screening |
| 65 | Turnbuckle for screeening |
| 66 | Prov.Yard Lighting |
| 67 | (i) 9.00 mtr, Steel Tubular poles with base plate for yard lighting |
| 68 | (ii) 18 W LED Lamp complete with fittings |
| 69 | (iii) Post Erection for gate |
| 70 | (iv) Clamps for GI pipe bracket |
| 71 | (v) Underground cable 16 mm² for yard lighting |
| 72 | (vi) PVC cable size 6 mm² for connecting LED lamp supply |
| 73 | (vii) Junction box i/c MCCB and other allied material |
| 74 | Prov.Control and L.T.Cables |
| 75 | 2x2.5 mm² control cable |
| 76 | 4x2.5 mm² control cable |
| 77 | 12x2.5 mm² control cable |
| 78 | 3.5 core 95 mm² aluminium cable suitable for 415 V, AC |
| 79 | SCADA Substation Automation system (SAS) Complete with hardware for SCADA functionality and with 1 No. Remote sensor with GSM Communication |
| 80 | ADSS Optical fibre cable 12 pair, Unarmoured(Supply & laying over 33kV line Shillibaggi- Thunagvia Thunag-Shillibagi) including laying & clamping accessories complete in all respect. |
| 81 | Substation Automation System (SAS) system for 33/22kV Substation Shillibagiand reprt to SAS at remote end Thunag substationto supervisiory, contol and Data reporting with minimum 3 years of recording energy data.SAS system should communicate over the IEC 61850 protocol with all respective accessories and hardware with customizable Graphical interface. The package shall consist ofCubicle for housing hardware for SAS, Server based gateway for IEC104Communication for Remote communication, GPS with Real time clock (at local end), 24 Port or suitableEthernet switches for SAS in complete , Work Station, LAN Cables Cat 6E for communication with IEDs, Daisy chain connection to TVM/MFM on modbus and related gateway to report meter data to SAS, Testing & maintenance equipment, Online UPS 3kVA with minimum 1 hour backup, other material/hardware required to complete the setup, connections of IEDs with hardware, testing & commissioning of SAS for facilitating supervisiory, control & data reporting of 33/22 kV Substation, Shillibagi from 33/22kV Substation, Thunagas per technical specifications. |
| 82 | Fibre Optical Terminal Equipment (FOTE)/LIU (Line Interface Unit). The package shall consist of suitable sized IT rack to house all hardware for FOTE/LIU, Power Supply Card, Control Card with Alaram cables and Terminal, OLTE, SFP L 1.2 (1550 nm for Distance of 40 km), Fibre Patch Cord for OLTE, Speech Interface Card Ports , Media Converter cards, Fully Wired Cabinet Engineering Order Wire Phone (VolP) & other hardware required for successful testing & commission the system for data transmission of SAS, CCTV cmeras, dedicated phone line, internet etc from Shillibagi to Thunagas per technical specifications. |
| 83 | Main SCADA Software (Operator & Engineering) with license having EnergyManagement for Balla & Sandhole along with user customization & data validation. (ABB/SIEMENS/SCHNEIDER) |
| 84 | Operator workstation and Engineereing Desktop Server with Xeon 8000 Series Processor or equivalenthavingWindows OS, MS Office, Single Antivirus, HD Monitor 21.5\" & Ink tank type mono chrome/colour duplex printer configurable with Wi-fi ( 1 each to be provided at Thunag & Shillibagi ) |
| 85 | Engineering Laptop with minimum core i5 processor, 8 GB RAM, 512GB SSD with Windows OS 10, MS office suite, Antivrus for remote monitoring of 33/22kV Substation, Shillibagi . |
| 86 | DG Set 25 KVA with AMF Pannels |
| 87 | Prov. CCTV Camera\"s with full hardwares (outdoor &Indoor) for substaion surveillance with 8 no. Camera Bullet Night Vision (Hikvision), LED Monitor 24 Inch(LG/Samsung), DVR Channel (Hikvision),UPS 1KVA, VideoBalloon, Hard Disk 2 TB(Toshiba), Power supply 10 Amp, along with cable sand connectors |
| 88 | Fire fighting system |
| 89 | ProvidingABC Powder MAP-90-25Kg |
| 90 | Providingof Foam type fire extinguisher AFFF-50Ltr Stored Pressure type. |
| 91 | CO2 GAS Based Fire Extinguisher CO2 , 4.5Kg-Squeeze grip |
| 92 | CO2 GAS Based Fire Extinguisher CO2 , 22.5Kg-Wheel type grip |
| 93 | Civil works |
| 94 | VCB foundation |
| 95 | Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. P/J work 50%. |
| 96 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) & curing complete excluding cost of canteringand shuttering in foundation & plinth. |
| 97 | P/L Cement concrete 1:1.5:3 (1 cement:1.5 sand :3 graded stone aggregate 20mm nomonal size) curing complete ecluding cost of form work and reinforcement for RCC work. |
| 98 | (a) Foundation footing bases of columns and the like. |
| 99 | Providing mild Steel/Tor reinforcement for RCC work including bending binding and placing in position complete floor two level -Tor Steel. |
| 100 | Providing form work with steel plates 3.15 mtr. Thick welded with angle iron grames 30x30x5mm soil to gire a fair finish in cluding certaing , shuttering structing s and porping etc. height of proping and certering below supporing floors to ceeling not exceeding 4.00 mtrs and removal of the same for msiter renforced concrete work in vetaical surface such as walls (any hickness) partilines and the like |
| 101 | E lect. Installation inControl Room Building) |
| 102 | Wiring for light point / fanpoint /exhaust fan /call bell point with 1.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit and earthing the light point with 1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable as required. |
| 103 | Group C. |
| 104 | Supplying and fixing following rating Modular switch /socket in the existing switch box / cover plate including connections etc. as required. |
| 105 | S.P. 5/ 6 Amps one way switch, piano type. |
| 106 | Bell push, piano type. |
| 107 | 5 pin 5/ 6 Amps socket outlet, porcelain base/ piano type. |
| 108 | Supplying and fixing metal box of 180mmx100mmx60mm deep (nominal size) on surface/recess with suitable size phenolic laminated sheet cover in the front including providing and fixing 6 pin 15/16 amps socket outlet and 15/16 amps, piano type switch, connections, painting etc. as required. |
| 109 | Wiring for circuit/sub-main with following size PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit along with 1 No. HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required. |
| 110 | 2x1.5 Sq. mm. |
| 111 | 2x4.0 Sq. mm. |
| 112 | 2x6.0 Sq. mm. |
| 113 | Supplying and fixing bakelite batten/angle holder including connections etc. as required:- |
| 114 | Providing, instalation,testing and commossioning ofLED Tube light 24/28wattas per best satisfaction of Engineer-in -charge as required complete in all respect. |
| 115 | Providing installationtesting and commissioning of ceiling fan with Stepup type fan regulator including wiring the down rod of standard length (up to 30cm0WITH 16/0.20mm twin twisted flexiblecotton braided copper ccotten braided copper cable including providing and fixing phenolic laminated sheet cover on the fan box and earthing etc as required. Ceiling Fan 1200 mm sweep, Category-A |
| 116 | Supplyingand fixingoffollowingway, singlepoleandneutral sheetsteel MCB distribution board, 240 volts, on surface / recess, complete with tinned copper bus- bar, wire-set, neutral link, earth bar, din-bar, detachable gland plate, blanking plate, cable, identification labels interconnections, phosphatized and powder painted, including earthing etc. as required:- Double door-12 way |
| 117 | Supplyinganderection of 40/50/63 amps rating, 10 KA breaking capacity, 240volts, \"C\" curves, miniaturecircuit breaker of following poles in the existing MCB DB complete with connections etc. as required:- Double pole. Cat-A. |
| 118 | Supplyinganderection of 6amps. to 32 amps. rating, 10 KA breaking capacity, 240volts, \"C\" curves, miniaturecircuit breaker of following poles in the existing MCB DB complete with connections etc. as required:- Single pole. Cat-A. |
| 119 | Supplying and fixing Ding-Dong / Electronic musical bell, suitable for D.C./A.C. single phase,230 volts complete as required:- |
| 120 | Earthing with G.Iearth pipe 4.5 mtr. long and 40mm dia, including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. ( but without charcoal or coke and salt ) complete as required. |
| 121 | Extra for using salt and charcoal for pipe earth electrode complete as required. |
| 122 | Supplying and laying 6 SWG G.I. wire at 0.50 mtr. below ground level for earth electrode conductor, including soldering etc. as required. |
| 123 | S/F LED Lamps 10 watts Havells make in the existing Battan holder,pendent holder, wall bracket etc. as required. |
| 124 | S/F of Exhaust Fan (plastic)with louver shutter 300mm 1000RPM1125 Air Delivery (CMM) Bajaj make Dxi model on the existing opening complete with connection etc. as required. |
| 125 | Providing and installation of stationary storage type Electric water heater (Geyser) of various sizes by means of Expansion-bolts with nuts and washers, including embedding of expansion-bolts in the wall, providing and fixing of Non-return valve, Dead weight safety valve, 2 No C.P. connection rods 18\" long, making good the damages, electrical connections, safety valve connections, testing and commissioning etc. as required:- 15 Liter capacity water heater (Cat-A) |
| 126 | Supplying and fixing following rating, double pole (single phase & neutral) 240 volts, residual current circuit breaker (RCCB), having a sensitivity current up to 300 miliampers in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 Amps. Cat-A. |
| 127 | Control Room Building |
| 128 | Excavation in foundations, trenches etc., in earth work, lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres.PW 50%,JW50% each) |
| 129 | Excavation in earth work and filling in 15 cm. layers in foundation and plinths including ramming, watering and consolidating upto a lead of 20 metres and lift upto a 1.5 metres.:SP/PW(50% EACH) |
| 130 | Providing and laying cement concrete 1:4:8 (1 cement:4 sand :8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centring and shuttering in: Foundation and plinth: |
| 131 | Random rubble masonry/polygonal rubble masonry (Uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 Sand : 12 Graded stone aggregate 20mm nominal size) in cement mortar 1:6 (1cement:6 sand) |
| 132 | Brick work using common burnt clay building bricks in foundation and plinth inCement Mortar 1:5 (1 Cement : 5 Sand) Second Class Bricks |
| 133 | Half brick masonry in common burnt clay building bricks in Cement Mortar 1:4 (1 cement:4 sand) Second Class Bricks |
| 134 | Providing woodwork in frames of doors,windows,clerestory,windows and other frames wrought,framed and fixed in position. |
| 135 | Providing and fixing panelled glazed or panelled and glazed shutters for doors windows and clerestory windows. Including black enamelled iron butt hinges with necessary screws.40mm thick,1st class deodar wood. |
| 136 | Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of I.S. gauge designation 85 G. with wire of dia 0.56 mm for doors windows and clerestorey windows including bright finished black enamelled iron hinges with necessary screws. 1st class deodar wood. |
| 137 | Applying priming coat over new steel & other metal surfaces after& including preparing the surface by thoroughly cleaning oil grease dirt and other foreign matter and scoured with wire brushes fine steel wool scrapers and sand paper complete.With ready mixed priming paint brushing red lead,Red-oxide/zincoxide chrome. |
| 138 | Painting two coats (excluding priming cost on new steel and other metal surfaces eith enamel paintbrushing to give an even shade including cleaning the surface of all dirt,dust and other foreginmatters-Enamel paint other than white |
| 139 | Boulder filling dry hand packed tightly in wire crates vertical bunds with sloping face (wire crates to be measuredseparately) |
| 140 | 20mm Cement plaster in single coat on the rough side of brick/ concrete/stone walls for interior plastering upto floor two level including arrises,internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth. Cement Mortar 1:5 (1Cement:5 Sand). |
| 141 | 6mm thick plaster to ceiling with cement mortar1:3(1 cement:3 Sand) |
| 142 | Kota stone slab flooring 20 mm(average) thick base of cement mortor 1:4 (1 cement :4 sand) laidover and jointed with grey cement slurry mixed with pigment to match the shade of the slab. Including rubbing and polishing complete. |
| 143 | Providing and laying Duro stone vetrified tiles (300x300mmx8mm) in grey/coloured of required shade in skirting risers of steps and dados on 12mm thick cement mortar 1:3 (1 cement : 3 sand) laid over and jointed with neat cement slurry finished with flush pointing in white cement mixed with pigment of required shade to match the shade of tiles complete. |
| 144 | Applying priming coat on new concrete/masonry/asbestos cement/plastered surfaces after and including preparing the surface by thoroughly cleaning oil,grease,dirt and other foreign matter and sand papering as required with :Readymixed primer |
| 145 | Finishing wall with weather proof exterior grade emulsion of approved design (Apexultima) or its equarlied on undecorated wall surfaces (two coats) to give an even shade and final finish after throughly cleaning the surface to remove all dirt, dust and other foreign matter etc including sand paper smooth complete. |
| 146 | Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in:Foundation, footings basis of columns etc. and mass concrete. |
| 147 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like.-Floors etc.upto 200mm. In thickness. |
| 148 | Providing and laying cement concrete 1:1.5:3 (1 cement :1.5: Sand : 3 graded stone aggregate 20 mm nominal size and curing complete excluding cost of form work in Foundation and plinth |
| 149 | Foundation, footings basis of columns etc. and mass concrete. |
| 150 | Suspended Floor roofs, landing and shelves and their support balconies,beams,girders,bressumers and contilever upto floor two level |
| 151 | Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level : |
| 152 | Providing and fixing M.S. grills of required patterns in wooden frames of windows etc. with M.S. Flats, square or round bars with round headed bolts and nuts or by screws.-Plain grill. |
| 153 | Providing under layer for plinth protection of 75mm thick (unconsolidated) bed dry brick/stone aggregated 40mm nominal size with rammed and consolidated and grouted with fine sand including preparation of ground. |
| 154 | Providing plinth protection 50mm thick in cement concrete 1:3:6 (1 Cement : 3 Sand : 6 Graded stone aggregated 20mm nominal size) |
| 155 | Constructing Course rubble hammer dressed \"U\" shape open surface drain with side wall. 15x22 cm in cement mortar 1:6 (1 Cement : 6 Sand) and inside plastring with cement plaster 1:3 (1 Cement:3 Sand) including earth work and laying 10 cm cement concrete in 1:5:10 (1 Cement : 5 Sand : 10 graded stone aggregate) of 40 mm nominal size) and 7.5 cm cement concrete 1:2:4 (1 Cement : 2 Sand : 4 Graded stone aggregate of 20 mm nominal size) and finished with a floating coat of neat cement complete as per standard design. |
| 156 | Providing and fixing anodized aluminium sliding door bolt anodized colour and shade with bolts and nuts screws etc. complete.250x16mm |
| 157 | Providing and fixing aluminium tower bolts (berrel type) anodized trans parent or dyed to required shade and colour with screws etc. complete. 150x10mm |
| 158 | Providing and fixing aluminium handles anodized transparent or dyed to required colour & shade with necessary screws etc. complete.125 mm |
| 159 | Providing and fixing M.S hooks and eyes.200mm |
| 160 | Providing 40x3 mm flat iron hold fast 40cm. Long including fixing to frame with 10mm diameter bolts & nuts and wooden plugs and embeding in cement concrete block 30x10x15cm. 1:3:6 ( 1 cement : 3 sand: 6 graded stone aggregate 20mm nominal size) |
| 161 | Applying priming coat over new wood and wood based surfaces after and including prepering the surface by thoroughly cleaning oil,grease,dirt and other foreign matter) sand papering and knotting. |
| 162 | Painting two coats(excluding coat) on new wood and wood based surface with enamel paint to give an even shade including cleaning the surface of dirt,dust and other foreign matter,sand papering & stoping |
| 163 | Providing and fixing high pressure PVCspigot and socket, waste and ventilating pipes ISI marked including fixing withapproved adhesive etc. complete.:-110mm nominal size |
| 164 | Providing and fixing vitreous China wash down,water closetsquatting pan (Indian type W.C pan) size 580mm (Earth work, bed concrete, foot rest and trap to be measured and paid for separately). -Orrissa Pattern |
| 165 | Providing and fixing vitreous China wash basin with single hole for pillar tap with C.I. or M.S. brackets painted white including cutting holes and making good the same but excluding fittings:-Circular 460mm dia (countertop) |
| 166 | Providing and fixing vitreous China padedstal for wash basin complete recessed at the back for the reception of pipes and fittings . |
| 167 | Providing and fixing C.P Brass bib tap with Capstan head-15mm dia |
| 168 | Providing and fixing C.P Brass pillar tap with Capstan head-15mm dia |
| 169 | Providing and fixing c.p. brass angle valve 15mm without Nuts and pipe. |
| 170 | Providing and fixingPTMT Coloured / white automatic flushing cistern with a pair of PVC / C.I. or M.S. bracket completewith fittings including PVC syphonic apparatus, mosquito proof lid, PVC union and coupling .-5 litres net capacity. |
| 171 | Providing and fixing C.P. connection pipe with brass unions :- 45cm length-15mm nominal bore |
| 172 | Providing and fixing PVC water storage tankofISI : 12701 marked,G.I. inlet and outlet connection, 15mm nominal bore ball valve and mosquito proof PVC cover with locking arrangementincluding hoisting upto allheights above ground level :-500 litres net capacity tank |
| 173 | Providing and fixing cast iron floor trap of self cleaning desion with sand cast iron screwed down or hinged grating with out vent arn complete including cost of cutting and making goods the walls and floors :- 100mm nominaldiameter |
| 174 | Providing and fixingPVC\"P\" or \"S\" trap for water closet (squatting pan) ISI marked including jointing the trap with the pan and PVC pipewithapproved adhesive etc. -110mm |
| 175 | Providing and fixing to wall ceiling and floor galvanised mild steel tubes (Medium grade) tube fitting and clamps including making good the wall, ceiling and floor:-15mm nominal bore |
| 176 | Providing and fixing brass full way valve with wheel:-15mm nominal bor |
| 177 | Providing and fixing 600mm x 450 mm bevelled edge miror of superior glass mounted on 6mm thick A.C. Sheet or plywood sheet and fixed to wooden plugs with C.P. Brass screws and washers. |
| 178 | Providing and fixing chromium plated brass soap dish with C.P. Brass brackets fixed to wooden cleats with C.P. Brass screws :- |
| 179 | (Concrete Pavement Road) |
| 180 | Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. (PW/JW work 50%) |
| 181 | P/L C.C. 1:5:10 (1 cement : 5 sand : 10 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth |
| 182 | P/L C.C. 1:3:6 (1 cement : 3 sand : 6 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth |
| 183 | P/L C.C. 1:2:4 (1 cement : 2 sand : 4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth |
| 184 | Providing form work with steel plates 3.15 mtr. Thick welded with angle iron frames 30x30x5mm so as to give a fair finish including centering shutteringstrutting and propping etc and removal of the same for insite renforced concrete and plain concrete in -vertical surface such as walls partition and the like. |
| 185 | (Cable Trench) |
| 186 | Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. (PW/JW 50%.) |
| 187 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in:Foundations and plinth: |
| 188 | Providing and laying cement concrete 1:1.5:3 (1 cement :1.5: Sand : 3 graded stone aggregate 20 mm nominal size and curing complete excluding cost of form work in Foundation and plinth |
| 189 | Steel work welded in built up section trusses and framed work including cutting hoisting fixing in position and applying a priming coat of real lead paint in single sections completed of rolled steel |
| 190 | Providing mild steel/tor steel reinforcement for R.C.C work including bending, binding and placing in position complete up to floor two level. |
| 191 | Painting two coat (excluding priming cost on new steel and other metal surfaces with enamel paint brushing to give an even shade including cleaning the surface of all dirt,dust and other foregin matters |
| 192 | Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in: Foundation, footings basis of columns etc. and mass concrete. |
| 193 | (CT PT Foundation) |
| 194 | Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. P/J work 50%. |
| 195 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) & curing complete excluding cost of canteringand shuttering in foundation & plinth. |
| 196 | P/L Cement concrete 1:1.5:3 (1 cement:1.5 sand :3 graded stone aggregate 20mm nomonal size) curing complete ecluding cost of form work and reinforcement for RCC work. (a) Foundation footing bases of clumns and the like. |
| 197 | Providing mild Steel/Tor reinforcement for RCC work including bending binding and placing in position complete floor two level -Tor Steel. |
| 198 | Providing form work with steel plates 3.15 mtr. Thick welded with angle iron grames 30x30x5mm soil to gire a fair finish in cluding certaing , shuttering structing s and porping etc. height of proping and certering below supporing floors to ceeling not exceeding 4.00 mtrs and removal of the same for msiter renforced concrete work in vetaical surface such as walls (any hickness) partilines and the like |
| 199 | Septic Tank and Rain water harvesting Tank |
| 200 | Excavation in foundations, trenches etc., in earth work, lift upto 1.50 Metres stacking the excavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. Layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within lead of 20 metres.(PW/JW-50% each) |
| 201 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in:Foundations and plinth: |
| 202 | Brick work using common burnt clay building bricks in foundation and plinth inCement Mortar 1:5 (1 Cement : 5 Sand) Second Class Bricks |
| 203 | Providing form work of ordinary timber plankings so as to give a rough finish including centring,shuttering, strutting and propping etc. height of propping and centring below supporting floor to ceililng not exceeding 4 metres and removal of the same for insitu reinforced concrete and plain concrete work in:-Floors etc. upto 200mm in thickness: |
| 204 | 15mm cement plaster in single coat on fair side ofbrick/concrete/stone walls for interior plastering upto floor two level including arrises,internal roundedangles,chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth. Cement Mortar 1:5 (1Cement:5 Sand). |
| 205 | Providing and laying cement concrete 1:1.5:3 (1 cement :1.5: Sand : 3 graded stone aggregate 20 mm nominal size and curing complete excluding cost of form work in Suspended Floor roofs, landing and shelves and their support balconies,beams,girders,bressumers and contilever upto floor two level |
| 206 | Providing Tor Steel/mild steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level- Tor Steel. |
| 207 | Suppliying cast iron cover without frame for manholes:For frame of internal dimension 455mmx610mm rectangular C.I.cover (light duty single seal pattern-1) the weight of cover to be not less than 23kg. |
| 208 | Providing and fixing high pressure PVCspigot and socket, waste and ventilating pipes ISI marked including fixing withapproved adhesive etc. complete.:-110mm nominal size |
| 209 | Providing and fixing PVCplain bend ISI marked including fixing withapproved adhesive etc. complete.-110 mm dia. |
| 210 | Providing and fixing C.I Cowl |
| 211 | Boulder filling dry hand packed tightly in wire crates vertical bunds with sloping face (wire crates to be measuredseparately) |
| 212 | (R.S Joist foundation) |
| 213 | Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. P/J work 50%. |
| 214 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) & curing complete excluding cost of canteringand shuttering in foundation & plinth. |
| 215 | P/L Cement concrete 1:1.5:3 (1 cement:1.5 sand :3 graded stone aggregate 20mm nomonal size) curing complete ecluding cost of form work and reinforcement for RCC work. (a) Foundation footing bases of clumns and the like. |
| 216 | Providing mild Steel/Tor reinforcement for RCC work including bending binding and placing in position complete floor two level -Tor Steel. |
| 217 | Providing form work with steel plates 3.15 mtr. Thick welded with angle iron grames 30x30x5mm soil to gire a fair finish in cluding certaing , shuttering structing s and porping etc. height of proping and certering below supporing floors to ceeling not exceeding 4.00 mtrs and removal of the same for msiter renforced concrete work in vetaical surface such as walls (any hickness) partilines and the like |
| 218 | (Oil sump) |
| 219 | Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. P/J work 50%. |
| 220 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) & curing complete excluding cost of canteringand shuttering in foundation & plinth. |
| 221 | P/L Cement concrete 1:1.5:3 (1 cement:1.5 sand :3 graded stone aggregate 20mm nomonal size) curing complete ecluding cost of form work and reinforcement for RCC work. (a) Foundation footing bases of columns and the like. |
| 222 | Providing mild Steel/Tor reinforcement for RCC work including bending binding and placing in position complete floor two level -Tor Steel. |
| 223 | Providing form work with steel plates 3.15 mtr. Thick welded with angle iron grames 30x30x5mm soil to gire a fair finish in cluding certaing , shuttering structing s and porping etc. height of proping and certering below supporing floors to ceeling not exceeding 4.00 mtrs and removal of the same for msiter renforced concrete work in vetaical surface such as walls (any hickness) partilines and the like |
| 224 | (Retaining wall along with site develpoment ) |
| 225 | Cutting in earth work and disposal of excavated earth upto a lead of 20m:-( Pick work / jumper work ).50% each |
| 226 | Excavation in foundation,trenches etc.in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacked soil in 15 cm.layers, when required in to plinth sides of foundations etc. and then disposing of all surplus excavated earth as directed with in a lead of 20 mtrs. (PW/JW ). 50% each |
| 227 | Providing and laying cement concrete 1:5:10 (1 cement : 5 Sand :10 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in: Foundation and plinth |
| 228 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give fair finish i/c centring,shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs etc.In(i) vertical surface such as walls (any thickness) partitions and the like. |
| 229 | Providing and laying cement concrete 1:4:8 (1 cement : 4 sand : 8 Graded stone aggregate 25mm nominal size) and curing complete excluding cost of form work in foundation and plinth in breast and retaining walls etc. |
| 230 | Providing and fixing PVC (D-Plast) rain water pipes- 75mm dia.pipe |
| 231 | Stone filling behind the Retaining walls |
| 232 | CARRIAGE OF EARTHWORK MATERIALS BY MECHANICAL TRANSPORT INCLUDING LOAD ING AND UNLOADING AND STACKING:FOR 20 KM |
| 233 | Station Transformer foundation |
| 234 | Excavation in foundation,trenches etc.in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacked soil in 15 cm.layers, when required in to plinth sides of foundations etc. and then disposing of all surplus excavated earth as directed with in a lead of 20 mtrs. (PW/JW ). 50% each |
| 235 | Providing & laying cement concrete 1:3:6 (1 cement:3 Sand: 6 graded Stone aggregate 40mm nominal size) & curing complete excluding cost of form work in Foundation & Plinth. |
| 236 | Providing and laying Cement concrete 1:2:4(1Cement:2 Sand:4graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work foundation and plinth |
| 237 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give fair finish i/c centring,shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs etc.In (i) vertical surface such as walls (any thickness) partitions and the like. |
| 238 | 3 Nos. Power Transformer Foundation |
| 239 | Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. P/J work 50%. |
| 240 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) & curing complete excluding cost of canteringand shuttering in foundation & plinth. |
| 241 | P/L Cement concrete 1:1.5:3 (1 cement:1.5 sand :3 graded stone aggregate 20mm nomonal size) curing complete excluding cost of form work and reinforcement for RCC work. (a) Foundation footing bases of clumns and the like. |
| 242 | Providing mild Steel/Tor reinforcement for RCC work including bending binding and placing in position complete floor two level -Tor Steel. |
| 243 | Providing form work with steel plates 3.15 mtr. Thick welded with angle iron grames 30x30x5mm soil to gire a fair finish in cluding certaing , shuttering structing s and porping etc. height of proping and certering below supporing floors to ceeling not exceeding 4.00 mtrs and removal of the same for msiter renforced concrete work in vetaical surface such as walls (any hickness) partilines and the like |
| 244 | Steel work welded in built up section trusses and framed work inclduing cutting hoisting fixing in position and applying a priming coat of real lead paint in beams joists channels angles teen flates with connecting plates or angle cleats in mair and cross beams hips etc. |
| 245 | Prov.YardFencing |
| 246 | Excavation in foundation,trenches etc.in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacked soil in 15 cm.layers, when required in to plinth sides of foundations etc. and then disposing of all surplus excavated earth as directed with in a lead of 20 mtrs. (PW/JW ) 50% each |
| 247 | Providing and laying Cement concrete 1:2:4(1Cement:2 Sand:4graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work foundation and plinth |
| 248 | Steel work in single section i/c cutting, hoisting, fixing in position and applying a priming coat of red paint in R.S. joists, channels, angles etc. |
| 249 | Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level : |
| 250 | Supply and fixing wovenplane G I wire fencing of mesh 50mm to 150mm to any type of standard rails, straining bolts.etc. including provision of binding wire staples etc. |
| 251 | P/F M.S pressed butt hinges with necessary screws -75 x 47 x 1.70mm |
| 252 | Providing & fixing oxidized M.S. sliding door boltwith bolts and nuts, screws etc. complete (Size 250x16mm) |
AI Tender Summary
Tender Timeline
Aug 31, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedOct 08, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 09, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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