Renovation ( Including Drilling ) Of 250Mmx150mm Nb Tube Well Scheme With Ancillary Works For The Development Of Mi Facilities At Rampur Dakhin At U . N . Pur Block In Howrah District Under W . B . S . M . I . C . Ltd
Tender Value
11.39 Lakhs
Estimated cost
Bid Submission
05 Oct 2020
0 days left
EMD
22796
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
RampurDakhin Block U N Pur → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Renovation ( Including Drilling ) Of 250Mmx150mm Nb Tube Well Scheme With Ancillary Works For The Development Of Mi Facilities At Rampur Dakhin At U . N . Pur Block In Howrah District Under W . B . S . M . I . C . Ltd
BOQ
| Name of Work: Renovation (including drilling) of 250mmX150mm NB Tube Well Scheme with ancillary works for the development of MI facilities at Rampur Dakhin at U.N.PUR Block in Howrah District under W.B.S.M.I.C.LTD | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | A) Drilling Work.\nDrilling of bore hole 45.72 cm dia through any kind of soil by adopting any method of drilling (Direct or Reverse Circulation Rotary ) upto required depth including digging trenches and pits etc. all complete.\n\nN.B.:-(a)Theratesareinclusiveof all reamingoperationsin caseof DirectCirculationRig.Pilotboringdrill bit shouldnotbemorethan215mm,in caseof DirectCirculationRotaryRig.In caseof ReverseCirculation RotaryRigtheratesshouldbereducedby20%. (c)In casethe boreholeis decidedto beabandonedbythe competentauthoritydueto non-availabilityof suitablethicknessof aquifercapableof yieldingdesireddischarge,the paymentfor abandonedborehole shallbemade(i)at 100%of theratesin caseof drillingbyReverseCirculationRig,thatis at therate80%of theaboverateand(ii)at50%oftheratesincaseof drillingbyDirectCirculationRig. (d)Measurmentwill betakenbelowgroundleveltakinggroundlevelaszerofor payment.\n\n(i) Upto 30 metres below G.L. | BI01010001010000000000000515BI0100001113 | 30 | m |
| 2 | 2 | (ii) beyond 30 metres and upto 60 metres. | BI01010001010000000000000515BI0100001114 | 30 | m |
| 3 | 3 | (iii) beyond 60 metres and upto 90 metres | BI01010001010000000000000515BI0100001115 | 30 | m |
| 4 | 4 | (iv) beyond 90 metres and upto 120 metres | BI01010001010000000000000515BI0100001116 | 30 | m |
| 5 | 5 | (v) beyond 120 metres and upto 150 metres. | BI01010001010000000000000515BI0100001117 | 30 | m |
| 6 | 6 | (vi) beyond 150 metres and upto 175 metres. | BI01010001010000000000000515BI0100001118 | 25 | m |
| 7 | 7 | (vii) beyond 175 metres and upto 200 metres. | BI01010001010000000000000515BI0100001119 | 25 | m |
| 8 | 8 | (viii)beyond 200 metres and upto 225 metres | BI01010001010000000000000515BI0100001120 | 25 | m |
| 9 | 9 | Labour charges for lowering of UPVC pipes, strainers, blank pipe etc. and fitting, fixing and jointing of tubewell assembly at site by threading, etc. as per direction of the Engineer-in-charge. (i) 150 mm dia PVC blank pipe,Slotted pipe & Bottom plug. | BI01010001010000000000000515BI0100001121 | 146 | m |
| 10 | 10 | (ii) 250 mm dia PVC Housing pipe | BI01010001010000000000000515BI0100001122 | 54 | m |
| 11 | 11 | Supplying,Fitting and fixing the following UPVC fittings conforming to IS: 12818 and lowering in position etc. as directed by the E-I-C. \ni). 250 mm x 150 mm reducer consisting of two nos reducer 250 × 200mm & 200 × 150 mm PVC-U tapper shaped reducing socket with inner thread for larger end & outer thread for smaller . | BI01010001010000000000000515BI0100001123 | 1 | Each |
| 12 | 12 | ii). MS centre guide (consisting of 3 nos, not less than 450 mm long and 125 mm rise of arch) of approved quality with two nos. MS clamps suitable for PVC-U pipes. | BI01010001010000000000000515BI0100001124 | 12 | Each |
| 13 | 13 | iii). 150 mm dia UPVC end cap. | BI01010001010000000000000515BI0100001125 | 1 | Each |
| 14 | 14 | iv). 250 mm dia UPVC top cap. | BI01010001010000000000000515BI0100001126 | 1 | Each |
| 15 | 15 | Supply of gravelfor use of pack in tube well of 2 mm to 4 mm size (as per IS:4097) and gravel treatment of tube well including screening, washing, cleaning etc. of the gravels at site all complete as per direction of Engineer-in-charge . (i) For sites within 4 km from all weather metal road. | BI01010001010000000000000515BI0100001127 | 32 | m3 |
| 16 | 16 | Development of tubewell in accordance with IS: 2800 (part -1) and IS: 11189 to establish maximum rate of usable water yield without sand content beyond permissible limit with required capacity of compressor (about 150 psi, 3000 cfm Air-compressor, actual psi and cfm depend on the tube well head conditions), running the compressor for required time till well is fully developed and followed by development of tube well by over pumping with 15% to 25% higher discharge than expected discharge of tube well capacity Vertical Trubine pump and carrying out step-drawdown test, yield test, verticality test and other tests as per prescribed method and as per direction of Engineer-in-Charge, including arranging, installing all equipments and testing instruments as required at site and dismentling the same after successful completion of tests, all complete.(ii) Depth beyond 120 metre and upto 200 metre. | BI01010001010000000000000515BI0100001128 | 1 | Each |
| 17 | 17 | Electrologging of bore hole of different dia tubewell for locating water bearing strata and saline aquifer, if any, after conducting relevant geophysical tests. All test reports and compiled data sheets should be submitted to Engineer-in-Charge (cost is inclusive of all charges for equipments, labour, data aquisation & completion of data sheets as per direction of Engineer-in-Charge) | BI01010001010000000000000515BI0100001129 | 1 | Each |
| 18 | 18 | Mobilisation charges for transporting upto site including loading, unloading of all plants, machinaries & equipments required for drilling, development and testing of Tubewells and also the cost of construction temporary roads over field and / or culverts, repairing existing roads and / or culverts all complete, carrying materials on head load, carts or boats as the case may be :- (i) For sites within 5 km from all weather metal road. | BI01010001010000000000000515BI0100001130 | 1 | Each |
| 19 | 19 | Labour for loading the following materials into trucks, carts, boats etc. at lifting point and unloading the materials at the destination and stacking the same as per direction including carriage by head load up to a lead of 100 metres at each end. \niii) 250 mm DN dia. | BI01010001010000000000000515BI0100001131 | 54 | m |
| 20 | 20 | v) 150 mm DN dia. | BI01010001010000000000000515BI0100001132 | 146 | m |
| 21 | 21 | Carriage of miscellaneous materials over pucca road up to 5 km distance.\niii) 250 mm DN dia. | BI01010001010000000000000515BI0100001133 | 54 | m |
| 22 | 22 | v) 150 mm DN dia. | BI01010001010000000000000515BI0100001134 | 146 | m |
| 23 | 23 | Carriage of miscellaneous materials over pucca road beyond 5 km. up to any distance.iii) For carriage of 250 mm DN beyond 5 km and up to 50 km | BI01010001010000000000000515BI0100001135 | 54 | 100m/km |
| 24 | 24 | From 50 km up to any distance (up to 75 km) | BI01010001010000000000000515BI0100001136 | 54 | 100m/km |
| 25 | 25 | v) For carriage of 150 mm DN beyond 5 km and up to 50 km | BI01010001010000000000000515BI0100001137 | 146 | 100m/km |
| 26 | 26 | From 50 km up to any distance (upto 75 km) | BI01010001010000000000000515BI0100001138 | 146 | 100m/km |
| 27 | 27 | B) Supply of Materials For Drilling.\n250.00 mm (NB), Wall thickness 12.5 mm PVC (CM) threade casing pipe as per IS: 12818 - 2010 with latest ammends. | BI01010001010000000000000515BI0100001139 | 54 | m |
| 28 | 28 | 150.00 mm (NB), Wall thickness 7.5 mm PVC (CM) threade casing pipe as per IS: 12818 - 2010 with latest ammends. | BI01010001010000000000000515BI0100001140 | 116 | m |
| 29 | 29 | 150.00 mm (NB), Wall thickness 7.5 mm PVC screen (Ribbed) threaded pipe as per IS: 12818 - 2010 with latest ammends. | BI01010001010000000000000515BI0100001141 | 30 | m |
| 30 | 30 | Column Pipe:- 125 mm NB column pipe one end screwed & other end welded with non standard flange.(3 m long) BOTTOM . As per Std drawing & specification. | BI01010001010000000000000515BI0100001142 | 1 | Each |
| 31 | 31 | 125 mm NB column pipe both end welded with non standard flange.(3 m long) MIDDLE . AAs per Std drawing & specification. | BI01010001010000000000000515BI0100001143 | 13 | Each |
| 32 | 32 | 125 mm NB column pipe one end welded with non standard flange & other end welded with standard flange.(3 m long) TOP . As per Std drawing & specification. | BI01010001010000000000000515BI0100001144 | 1 | Each |
| 33 | 33 | 125 mm heavy duty supporting clamp in two halves made of Ms flats for holding column pipes. As per Std drawing & specification. | BI01010001010000000000000515BI0100001145 | 1 | Pair |
| 34 | 34 | 3Ø electromagnetic Star- Delta starters for 17.5HP motor as per IS Std. | BI01010001010000000000000515BI0100001147 | 1 | Each |
| 35 | 35 | 63A Switch Fuse Unit as per IS Std. | BI01010001010000000000000515BI0100001148 | 1 | Each |
| 36 | 36 | Supply of Ammeter (0-50Amps) conforming to IS 1248/1968. | BI01010001010000000000000515BI0100001149 | 1 | each |
| 37 | 37 | Supply Voltmeter (0-500V) conforming to IS 1248/1968. | BI01010001010000000000000515BI0100001150 | 1 | each |
| 38 | 38 | Submersible motor set having capacity of 100-70 cum per hr. discharge at 30-39 m head , along with flat submersible electric cable for 3 m., bowl with strainer and non return valve . Motor should be designed for operating at 415 volt + 6 % and - 15 % 3 phase, 50 cycle . AC supply wet type water filled tottaly enclosed squirrel cage induction mortor 17.5 HP water lubricated. Motor as per IS 9283/1995 with latest amendments thereof and pump as per IS certification of WPIL or similar make as per direction of EIC. | BI01010001010000000000000515BI0100001151 | 1 | Each |
| 39 | 39 | 3 Core 6 mm2 Flat Water Proof Copper Cable as per IS specification .(Brimsin or of any other reputed brand as per direction of EIC) | BI01010001010000000000000515BI0100001152 | 130 | m |
| 40 | 40 | D) Re-Connection of Pipe line.\nHIRE CHARGEAS OF DERIK FOR LOWERING OF SUB-MERSIBLE PUMP SET INTO THE JOINING THE PIPE OF THE NEW TUBE WELL | BI01010001010000000000000515BI0100001153 | 1 | PER SET |
| 41 | 41 | WITHDRAWAL OF ELECTROMOTOR SUBMERSIBLE PUMPING SET OF FOLLING CAPACITIES WITHIN THE TUBE WELL HOUSING PIPE OF THE FOLLOWING LENGTH BY USING ALL NECESSARY TOOLS PLANTS AND CAREFULLY AS PER E.I.C (LENGTH OF PUMP ASSEMBLY EXCEEDING 18.00 MTR LENGTH) | BI01010001010000000000000515BI0100001154 | 1 | PER SET |
| 42 | 42 | INSTALLTION OF ELECTROMOTOR SUBMERSIBLE PUMPING SET OF FOLLOWING CAPACITIES BY USING NECESSARY REQUISITE TOOLS & PLAINTS BY LOWERING THE SAME WITHIN , THE TUBE WELL HOUSING PIPE UPTO THE FOLLOWING DEPTH AS PER DIRECTION INCLUDING FITTING FIXIONG COLUMN PIPE & OTHER ACCESSORIES WITH NECESSARY NUTS& BOLT & WASHER SUSPENDING THE ENTIRE ASSEMBLY OF PUMP SET VERTICALLY BY FIXING THE SAME SUPPORTED BT MSC LAMPS OVER THE TOP OF HOSING BINDING THE MOTOR CABLE WITH COLUMN PIPE & DRAWING CABLE UPTO PUMP CONTROLLER / STARTER POINT INCLUDING OPENING OUT THE CAP OF TESTING OF MOTOR BOLTS OTHER ACCESSORIES IN LEADED AS WELL AS IN UNLOADING CONDITION BEFORE & AFTER INSTALLATION OF THE SAME.(LENGTH OF THE PUMP ASSEMBLY OF ANY LENGTH EXCEEDING 18.00 MTR. LENGTH). | BI01010001010000000000000515BI0100001155 | 1 | PER SET |
| 43 | 43 | EARTHWORK IN EXCAVATION OF FOUNDATION TRENCHES IN ALL SORTS OF SOIL INCLUDING REMOVING SPREADING OR STACKING THE SPOILA WITH IN A LEAD OF 75 MRT AS DIRECTED FOR PILLER & WALL WALLS ETC.(FOR 5 NOS PILLER) | BI01010001010000000000000515BI0100001156 | 1.75 | CUM |
| 44 | 44 | SINGLE LAYER FLAT SOILING WITH PICKED JHAMA BRICKS INCLUDING LEVELLING OF BED SURFACE WITH LOCAL SAND OR EARTH ETC. | BI01010001010000000000000515BI0100001157 | 4 | SQM |
| 45 | 45 | CEMENT CONCRETE (1:1.5:3) WITH GRADE STONE CHIPS (20MM DOWN )EXCLUDING SHUTTERING ETC,INCLUDING CURING ETC. | BI01010001010000000000000515BI0100001158 | 0.35 | CUM |
| 46 | 46 | BRICK WORK IN CEMENT MOTOR (1:6) WITH 1ST CLASS KIL BURNT BRICKS & RACKING OUT JOINTS,CURING ETC In foundation and plinth | BI01010001010000000000000515BI0100001159 | 1.75 | CUM |
| 47 | 47 | 15 MM THICK SAND & CEMENT PLASTER (6:1) INCLUDING ROUNDING OFF OR CHAMFERING AS DIRECTED INCLUDING CURING ETC. | BI01010001010000000000000515BI0100001160 | 13 | CUM |
| 48 | 48 | PRIMING ONE COAT ON STEEL OR OTHER METAL SURFACE WITH SYNTHETIC Oil BOUND PRIMER OF APPROVED QUALITY INCLUDING SMOOTHING SURFACE BY SAND PAPER ETC. | BI01010001010000000000000515BI0100001161 | 25 | SQM |
| 49 | 49 | TWO COAT OF PAINTING OVER A COAT OF PAINTING WITH BEST QUALITY SYNTHETIC ENAMEL POINT (I.S.I MARK) OF APPROVED MAKE & BRAND INCLUDING USE OF APPROVED PUTTY ETC ON THE SURFACE IF NECESSARY STEEL SURFACE ( WITH SUPER GLOSS EXCEPT WHITE). | BI01010001010000000000000515BI0100001162 | 25 | SQM |
| 50 | 50 | GAS CUTTING TO REQUIRE SIZE OF 5 MM THICK MS PLATE, NSC CHANNEL ETC INCLUDING LABOUR CHARGES,HIRE CHARGES,FOR ALL TOOLS & PLANTS. | BI01010001010000000000000515BI0100001163 | 2.1 | MTR |
| 51 | 51 | WELDING IN MS STRUCTUREAL WORK WITH GAS OR ELECRIC CONTINUOUS WELD. | BI01010001010000000000000515BI0100001164 | 250 | MTR |
| 52 | 52 | INSTALLATION - ERECTION OF SURGE TANK OVER A RIGID BASE OF CEMENT CONCRETE (1:2:4) WITH STONE CHIPS 20 MM.DOWN OF 1250x1250x150 MM OVER A SINGLE LAYER OF BRICK FLAT SOLING & EMBEDDING THE LEGS OF THE SURGE TANK WITH IN THE CONCRETE BASE INCLUDING COST OF ALL MATERIALS & LABOUR CHARGES. | BI01010001010000000000000515BI0100001165 | 1 | EACH SET |
| 53 | 53 | Labour Charges for fitting & Fixing of 150 mm dia MS Delivary Pipe(3MTR LONG) | BI01010001010000000000000515BI0100001166 | 8 | Nos |
| 54 | 54 | Labour Charges for fitting & Fixing of 150 mm DIA Spindle with Weight Valve. | BI01010001010000000000000515BI0100001167 | 12 | Nos |
| 55 | 55 | Labour Charges for fitting & Fixing of 150 mm dia MS COLUMN PIPE.(BOTTOM, MIDDLE & TOP) | BI01010001010000000000000515BI0100001168 | 9 | Nos |
| 56 | 56 | Labour Charges for fitting & Fixing of 150 mm dia C.I. Sluice Valve Set | BI01010001010000000000000515BI0100001169 | 3 | Nos |
| 57 | 57 | LABOUR CHARGES FITTING & FIXING OF MS 90 DEGREE SPECIAL BEND 150 MM DIA | BI01010001010000000000000515BI0100001170 | 7 | Nos |
| 58 | 58 | E) Internal Wiring\n\nFitting & fixing of Starter (Direct on Line or Star-Delta/Auto- Transformer) with Nuts & Bolts fixed on Angle iron frame on wall and making\n necessary connection with the electrical cables.\ni) Star-Delta 1Auto-Transformer Starter (Above 15 HP upto 25 HP). | BI01010001010000000000000515BI0100001171 | 1 | each |
| 59 | 59 | Fixing only 63 Amps, 415V TP/TPN rewireable Sheet Steel Main Switch\n(Rewirwable type)/ Change over on Flat Iron Frame/Angle Iron Frame\n on wall and making necessary connection with the electrical cable\n as per direction of the E.I.C.\n\n\n | BI01010001010000000000000515BI0100001172 | 1 | each |
| 60 | 60 | Fixing only Voltmeter/Ammeter/Energy meter\nwith screws & other fixing materials incl.\nmaking necessary holes and connections.\n | BI01010001010000000000000515BI0100001173 | 2 | each |
| 61 | 61 | Supplying & Fixing sheet metal inspection box (16 SWG) of\nthe following sizes flushed in wall by housing the same after\ncutting brick wall incl. making earthing attachment, painting\nand mending good damages to building works a)300 mm x 200 mm x 65 mm | BI01010001010000000000000515BI0100001174 | 1 | Each |
| 62 | 62 | Supply & Fixing bakelite / perspex top cover on existing\nswitch board by Brass screws after making housing for switch\nby cutting bakelite / perspex cover and making necessary\nconnections as required. a)300 mm x 200 mm x 65 mm | BI01010001010000000000000515BI0100001175 | 1 | Each |
| 63 | 63 | Supplying and fixing sheet steel 240 V ,15/16 A, DP Standard main switch of approved make on flat iron frame on wall 240 V DP with fuse on L & N as per direction and good damages to wall. | BI01010001010000000000000515BI0100001176 | 1 | each |
| 64 | 64 | Meter loop connection with supplying and drawing 1.1 KV grade single core strendred FR PVC insulated & unsheated copper wire (approved make) 4X 80/0.4 (10 sq mm) in 20 mm rigid PVC conduit including necessary fittings as required. . | BI01010001010000000000000515BI0100001177 | 4 | m |
| 65 | 65 | Main line Wiring in 1.1 KV grade single core stranded 'FR ' PVC insulated & unsheathed copper wire of size 2 x 2.5 sq mm + 1 x 1.5 sq mm in 25 mm PVC Casing Caping including necessary PVC clips, fittings etc. | BI01010001010000000000000515BI0100001178 | 16 | m |
| 66 | 66 | Distribution wiring in 1.1 KV grade 2 x 22 /0.3 (1.5 sq m) single core stranded \"FR\" PVC insulated and unearthed copper wire (approved make)in suitable size pvc casing - capping with 1.1 KV grade 1 x 22 /0.3 (1.5 sq m) for ECC including necessary fittings to light / Fan / call bell point with piano key type switch (Anchor make) fixed on sheet steel fabricated switch board with perspex / bakelite top cover on wall including necessary connection and making earthing attachment and mending good damages to building works. (average run 5 m.) | BI01010001010000000000000515BI0100001179 | 5 | Each Point |
| 67 | 67 | Supplying & fixing earth busbar of galvanized (Hot Dip) MS flat 25 mm x 6 mm on wall having clearance of 6 mm from wall including providing drilled holes on the busbar complete with GI bolts, nuts, washers, spacing insulators etc. as required. | BI01010001010000000000000515BI0100001180 | 0.5 | m |
| 68 | 68 | Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 mtrs.long and 1 x 4 SWG GI (Hot Dip) wire (4 mts. Long) 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pie protection (1 m long) to be filled with bitumen partly under the groung level and partly above groundlevel driven to an average depth of 3.65 Mts. below the ground level as below:(a) By TATA Medium GI pipe Set. | BI01010001010000000000000515BI0100001181 | 1 | Per set |
| 69 | 69 | Connecting the equipment to earth busbar including supplying and fixing G.I (Hot Dip) wire no 8 SWG on wall / floor with stapples buried inside floor / wall as required and making conection to equipments with bolts , nuts, washers, cables logs etc. as required and mending good all the damages. | BI01010001010000000000000515BI0100001182 | 15 | m |
| 70 | 70 | Supplying & fitting 200 mm × 300 mm. E.I. danger board on wall surface of Kiox box. | BI01010001010000000000000515BI0100001183 | 2 | Each |
| 71 | 71 | 12 mm thick wooden planks fitted and fixied complete as per direction of EIC. 1 b) Sishu/Champ/Badam/Gamar/Bhola/Morga/Hollak. | BI01010001010000000000000515BI0100001184 | 1.2 | sq m |
| 72 | 72 | Supplying and fixing 240 V, 6A, 5 pin modular type plug socket with switch and plug top on existing GI modular type switch board with top cover plate and making necessary connection with PVC cupper wire and earth continuity wire etc. complete. | BI01010001010000000000000515BI0100001185 | 2 | each |
| 73 | 73 | Supplying and fixing angular batten holder (Anchor) or 75 mm dia PVC round block/ round bakelite on wall /ceiling. | BI01010001010000000000000515BI0100001186 | 4 | each |
| 74 | 74 | Supplying and fixing including fexible pipe 16 sq mm FR standared copper wire. | BI01010001010000000000000515BI0100001187 | 15 | m |
| 75 | 75 | F) Supply of Materials for Re-Connection of Pipe Line & Internal Wiring\n150 mm nominal dia (PD) ISI marked Sluice valves pressure designation P.N. 1.6 with hand wheel for water works purpose, CI flanged type conforming to IS: 14846/2000 with amended no. 1 & 2 . Components /parts of sluice Valves shall be manufactured from basic materials given in table 1 of IS : 14846/2000 with amnd. 1 & 2 . The valves shall be tested for (closed end test requirement). | BI01010001010000000000000515BI0100001188 | 3 | Each |
| 76 | 76 | SUPPLY OF MS SURGE TANK AS PPER DRAWING 9ANNEXTURE -H) THE BODY OF WHICH MADE OF 3MM CHEET & TOP TO BOTTOM COVER ARE MADE OF 3 MM THICKNESS SHEET6WELDED WITH THE BODY & STRENGTHEND WITH RIB ETC.ALONG WITH OVER FLOW PIPE 80MM DIA 3MTR LONG. | BI01010001010000000000000515BI0100001189 | 1 | nos |
| 77 | 77 | 150 mm (NB) GI MS ERW pipes (4.8 mm wall thickness) as per IS -1239 (Part -I) /2004 with latest amendments thereof duly welded on both sides of pipe and on inside & outside with corresponding diameter of MS flanges as per Is -6392/1971, Table -17 with latest amendments thereof. Both MSERW pipes & flanges should be duly ISI certification marked. Length of the flanged MSERW pipes should be 6 m ± 10 mm . | BI01010001010000000000000515BI0100001190 | 30 | m |
| 78 | 78 | SUPPLY OF 150mm dia REINFORCED COTTON FABRIC RUBBER INSERSION | BI01010001010000000000000515BI0100001191 | 20 | nos |
| 79 | 79 | SUPPLY OF 5/8\"X3\" MS NUT & BOLT WITH WASHER | BI01010001010000000000000515BI0100001192 | 10 | kg |
| 80 | 80 | SUPPLY OF 1/2\"x 3 MS NUT & BOLT WITH WASHER | BI01010001010000000000000515BI0100001193 | 8 | kg |
| 81 | 81 | SUPPLY OF SPOUT KEY | BI01010001010000000000000515BI0100001194 | 12 | NOS |
| 82 | 82 | SUPPLY OF COVER PLATE | BI01010001010000000000000515BI0100001195 | 12 | NOS |
| 83 | 83 | SUPPLY OF SPINDLE WITH WEIGHT ADJUSTABLE CATCHER FOR 150 MM DIA NTP VALVE | BI01010001010000000000000515BI0100001196 | 12 | nos |
| 84 | 84 | SUPPLY OF 7\" LONG SPINDLE FOR 150 MM DIA NTP VALVE | BI01010001010000000000000515BI0100001197 | 12 | nos |
| 85 | 85 | SUPPLY OF M.S. 90 DEGREE BEND BOTH ENDS FLANGE WELDED MADE FROM ERW,M.S. PIPES CONFORMING TO I.S 1239(PT-I)/2004 MEDIUM QUALITY .THE FLANGE ARE 12 MM THICK.THICK CONFORMING TO 16392/71,TABLE-17 | BI01010001010000000000000515BI0100001198 | 7 | nos |
| 86 | 86 | SUPPLY OF 5\"/6\" REDUCER WITH 125MM DIA NIPPLE PIPE WITH 1\"/2\" NUT & BOLT. | BI01010001010000000000000515BI0100001199 | 1 | NOS |
| 87 | 87 | SUPPLY OF 25 MM DIA P.V.C PIPE FOR CARRIAGE CABLE FROM STARTER TO HOUSING PIPE | BI01010001010000000000000515BI0100001200 | 15 | MTR |
| 88 | 88 | GST@ 12%( for Item No- 1 to 26 and 40 to 74 | BI01010001010000000000000515BI0100001201 | 1 | no |
| 89 | 89 | CESS @ 1% ( for Item No-1 to 26 and 40 to 74 including GST) | BI01010001010000000000000515BI0100001202 | 1 | no |
AI Tender Summary
Tender Timeline
Sep 18, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 08, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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