Tender For Installation Of Paschim Kandipur-I Mini Solar Rli Scheme By Supply And Installation Of Solar Pv System With Dual Axis Manual Tracking System, Centrifugal Pump Motor Sets, Distribution Chamber , Supply, Laying And Joining Of U.P.V.C Pipes & Fitt
Tender Value
23.71 Lakhs
Estimated cost
Bid Submission
30 Oct 2023
0 days left
EMD
47430
Bank guarantee accepted
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Ref. Documents
Non-refundable
Tender Type
Online
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Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
labpur → West Bengal
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Not Available
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Not Available
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Project Description
Installation Of Paschim Kandipur-I Mini Solar Rli Scheme By Supply And Installation Of Solar Pv System With Dual Axis Manual Tracking System, Centrifugal Pump Motor Sets, Distribution Chamber , Supply, Laying And Joining Of U.P.V.C Pipes & Fittings, M.S, G.I, E.R.W Pipes & Fittings, And Construction Of Spout Chamber On Turn Key Basis In Birbhum District
BOQ
| Sl. No. | Item Description |
| 1 | Supply and transport of materials to proposed site inclusive of all demand |
| 2 | 140 mm. dia P.V.C. pipe Class- I 140(with a loose matching coupler,class-II) marking IS No. 4985/ 2000 with latest amendments with free solvent cement. |
| 3 | 110 mm. dia P.V.C. pipe Class- I (with a loose matching coupler,class-II) marking IS No. 4985/ 2000 with latest amendments with free solvent cement. |
| 4 | 110 mm. dia P.V.C. pipe class-II ( with a loose matching coupler,class-II) marking IS No. 4985/ 2000 with latest amending with free solvent cement. |
| 5 | Coupler(Cl-II) for 140 mm. dia P.V.C. pipe ( extra) I.S. 10124/2009, Part- II with free solvent cement. |
| 6 | Coupler(Cl-II) for 110 mm. dia P.V.C. pipe ( extra) I.S. 10124/2009, Part- II with free solvent cement. |
| 7 | 110x110x 110 mm.P.V.C. Tee (Part-V) with free solvent cement,I.S. 10124/2009 (Cl-II) |
| 8 | 140x140x 140 mm.P.V.C. Tee (Part-V) with free solvent cement,I.S. 10124/2009 (Cl-II) |
| 9 | 140 x 110 mm Reducer(cl-II) with free solvent cement,I.S. 10124/2009, Part-3. |
| 10 | 140 mm. dia 900bend (cl-II) ( IS. No. 10124/ 2009 Part- 8 with latest amendment ),with free solvent cement. |
| 11 | 110 mm. dia 600bend(cl-II)( IS. No. 10124/ 2009 Part- 8 with latest amendment ) with free solvent cement. |
| 12 | 110 mm. dia 900bend(cl-II)( IS. No. 10124/ 2009 Part- 8 with latest amendment ) with free solvent cement. |
| 13 | 140 mm. dia IS. NO. 10124/ 2009 Part- 4 with latestamendment End cap (Cl-III) with free solvent cement. |
| 14 | 110 mm.dia IS.NO.10124/2009 Part-4 with latest amendment.PVC End Cap.(Cl-III) with free solvent cement. |
| 15 | 110mm. dia ( IS. No 10124/2009 Part- 6 with latest amendment) F.T.P.(Cl-II) with free solvent cement. |
| 16 | 140mm. dia ( IS. No 10124/2009 Part- 6 with latest amendment) F.T.P.(Cl-II) with free solvent cement. |
| 17 | Solvent cement extra (Medium duty) |
| 18 | G.I. Tripod set and Inlet & outlet Pipe Fittings(I No. for 2ndchamber of Drawing) as per drawing and Specification |
| 19 | 150 mm dia Galv. MS Flanged Pipe with flange as per IS 1239 (Part-I)/2004 & 6392/1971, table 17 Specification. |
| 20 | 100 mm dia Galv. MS Flanged Pipe with flange as per IS 1239 (Part-I)/2004 & 6392/1971, table 17 Specification. |
| 21 | 150 mm. diaI.S.I. 14846/2000 Amd No. 1&2mark and specification PN- 1.6 sluice valve . |
| 22 | 100 mm dia C.I. Sluice ValveI.S.I. 14846/2000 Amd No. 1&2mark and specification PN- 1.6 sluice valve . |
| 23 | ?100 mm NTP /Alfa-Alfa Valveas per technical specification |
| 24 | 80X65mm M.S. flanged reducer |
| 25 | 100X80mm M.S. flanged reducer |
| 26 | M.S Foundation Bolt for Pump Motor sets manufactured from 20 mm nominal diameter M.S Rod as per IS 2026/1992. Total length of bolts is 275+10 mm in length & 20 mm in nomonal diameter with Nuts & 2 nos washer,the average weight of such bolt 1.5 kg per bolt with tolerance in weight of each bolt @ +/-10% |
| 27 | Foundation Bolt, For Distrubution Chamber Quadruped (1.1 Kg each) manufactured from 20 mm nominal dia MS rod as per IS 2062/2002.Total length of the bolt is 375+_ 10mm having welded head 80+- 10 mm in length and 20 mm nominal dia with Nut & 2 Nos. Washer. |
| 28 | M.S. HexagonalHeadBolts &Nuts conformingto IS-1363 (Part-I) 1992 productgrade - Cwithlatestammedments forboths IS-1363 (Part-3) / 2002ofproduct grade Cwithlatestamount for nutsproperties / class for bolt 4.62 nuts for 4.5. ISI Marked. |
| 29 | M-20 X 80 mm |
| 30 | M-20 X 100 mm |
| 31 | M-16 X 65 mm |
| 32 | M-16 X 80 mm |
| 33 | M-16 X 50 mm |
| 34 | Foot valve leather washer 100mm dia, |
| 35 | Sal Sleeper (4ft X 6in X 4 in) |
| 36 | Compresed Asbestos fibre jointing for Quadruped & Tripod set( for raised surface of Flange as per IS-6392) |
| 37 | 300mm.dia(Table-5) |
| 38 | Rubber Insertion I.S.638/1979with latest amendment sheet 5 mm. 2 Ply. ( for raised surface of Flange as per IS-6392) |
| 39 | 150 m dia Ruber Insertion(Table-17) |
| 40 | 150 m dia Ruber Insertion(Table-5) |
| 41 | 100 m dia Ruber Insertion(Table-17) |
| 42 | 80 m dia Ruber Insertion (Table-17) |
| 43 | 3C X 4 sqmm copper cable conforming to IS 694 [Busbar to 32 A, TP Main switch and 32 A TP switch to Motor starter] |
| 44 | 2 X 3C X 2.5 sqmm copper cable conforming to IS 694 in 25 mm GI conduit (ISI-Medium quality)[ Star-Delta Motor starter to Motor] |
| 45 | Laying of Water Transmission Arrangement for Major RLI Scheme |
| 46 | Earthwork in excavation of fieldtrenches as per design section and alignment for laying of pipe lines(PVC,RCC,ACP etc) upto a depth of 1500 mm all sorts of soil including removing,spreading or stacking extra earth as directed.The item includes necessary trimming of sides trenches,levelling,dressing and ramming the bottom as required complete. |
| 47 | For foundation Blocks of Quadrupped |
| 48 | For spout Chambers |
| 49 | For Pipe Trenches etc. |
| 50 | Earth work in filling in treches after laying pipelines (P.V.C, R.C.C, A.C.P etc) with good earth obtained from excavation of field trenches in layers not exceeding 225 mm, including watering and ramming etc layer by layer complete (Payment to be made on the basis of mesurement of finished quantity of work) |
| 51 | Laying of UPVC pipes of different diameters within field trenches in curve/ straight line including using UPVC fittings, Viz. Horizontal and Vertical Bends, riser pipes, Tee Reducer etc.and making leak proof joints with couplers after roghening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipes, fittigs and solvent cement to be supplied by deptt.) all complete asper direction of Engineer-In- charge. |
| 52 | 140 mm.OD. |
| 53 | 110 mm. OD. |
| 54 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. |
| 55 | For foundation Blocks of Quadrupped |
| 56 | For spout Chamber |
| 57 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating same by thorough saturation with water ramming complete, including the cost of supply of sand. (Payment to be made on measurement of finished quantity) |
| 58 | For foundation Blocks of Quadrupped |
| 59 | For spout Chamber |
| 60 | Ordinary Cement Concrete (mix 1:1.5:3) with graded stone chips (20 mm. nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevent IS codes.Pakur Variety |
| 61 | For foundation Blocks of tripod |
| 62 | Ordinary Cement Concrete (mix 1:2:4) with graded stone chips (20 mm. normal size) excluding shuttering and reinforcement, if any, in ground floor. as per relevent IS Code.a) Pakur Variety |
| 63 | For foundation Blocks of tripod |
| 64 | For spout Chamber |
| 65 | Hire and labour charges for shuttering with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor). Above 30mm to 37 mm. thick wooden shutteringas per decision & direction of Engineer-in-charge. |
| 66 | For foundation Blocks of tripod |
| 67 | For spout Chamber |
| 68 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape,placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction.(a) For works in foundation, basement and uptoroof of ground floor / upto 4m.(i) Tor steel/Mild steel(SAIL/TATA/RINL)i)For foundation Blocks of tripod |
| 69 | Brick work in cement mortar (1 : 6) with first class kiln burnt bricks including racking out joints, scaffolding and other incidental works etc. complete in foundation and plinth.(a) In foundation & plinth |
| 70 | 125 mm. thick brickwork with 1st class bricks in cement mortar (1 : 4) in ground floor. |
| 71 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints, including throating, nosing and drip course, scaffolding/stagingwhere necessary (ground floor) excluding cost of chipping over concrete surface.with (1:6) cement mortar,15 mm. thick plaster |
| 72 | Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.NOTE : Cement 0.152 cu.m. per 100 sq.m. |
| 73 | Labour Charges forfitting, fixing and laying, where necessary of following M.S / G.I. / E.R.W. pipes and accessories (to be supplied departmentally) including transportation of the same cutting, threading, jointing and making leak-proof threaded / flanged joint at site, by using socket / rubber insertion, nuts and bolts etc. maintaining proper alignment and level - all complete - as per direction of Engineer-in-Charge.150 mm. dia. ERW pipe. |
| 74 | 150 mm. dia. ERW pipe. |
| 75 | 100 mm dia. NB ERW/MS Pipes |
| 76 | Erection, fitting, fixing of set of M S tripod inlet and outlet pipe fittings for MIDI RLI Scheme with 1st. And 2nd chamber.(Rate inclusive of transportation from departmental store to work site) |
| 77 | Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 78 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary: (b) On steel or other metal surface :With other than hi-gloss of approved quality- (iv) Two coats (with any shade except white) |
| 79 | Labour charges for fitting, fixing100 mm. Dia. Alfa-AIfa valve with 110 mm. dia. P.V.C. riser pipe with the help of flanged P.V.C. tail-piece by joining the P.V.C. End of Tail-piece and riser pipe with coupler and flanged end of Tail-piece and Alfa-Alfa valve with rubber insertion, nuts and bolts etc. complete. |
| 80 | Labour charges for fitting, fixing (150 x 140) mm dia M S reducerwith 140 mm dia UPVC pipe with the help of FTP (flanged tail piece) by joining the PVC end of the tail piece and 140 mm dia UPVC pipe with coupler and flanged end of tail piece and expander with rubber insertion, nuts and bolts etc. complete. (Rate inclusive of transportation from departmental store to work site). |
| 81 | Labour charges for fitting, fixing 150 mm.& 100 mm Dia Sluice Valve with rubber insertion, nuts and bolts etc. complete. |
| 82 | Supplying, fitting and fixing including transportation of sign board for identifing the exact location of Major RLI scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm × 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) including cutting, welding and writting of both sides of Sign board.Base - Yellow, and ward Red.Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soiling.This will include one materials and labour complete as per drawing and direction of EIC. |
| 83 | Suppling 1 mtr x 0.6 m x 24 swg MS board contaning list of spout wise water users by making numbers of spout as directed by EIC. The board should have base colour - Black and words - White to be fitted and fixed on the wall of the pump house. |
| 84 | Installation of Electro-Motor Pumping set of any make / brand and for RLI scheme on pump foundation over SAL sleeper by fixing nuts and bolts and making connection of suction hose and foot valve with necessary fittings at the inlet end of the water pump and fitting fixing of 90°M S priming bend, sluice valve and delivery hose with all necessary fittings at the delivery end of the water pump, duly connected with the pipe line, maintaining proper alignment and level including cutting holes on the wall of the pump house where necessary, mending good damages after completion of the works as per direction of Engineer-in-charge. .b) For Major R.L.I. Scheme. |
| 85 | Testing of pipe line system against leakages by filling the distribution chamber with water and supplying water through the entirepipe line net work for at least 4 (four) hour by running the departmental Deasel Engine pumping set, including supplying necessary fuels & lubricants and hiring and transporting tools and plants all complete as per direction of Engineer-in-Charge. |
| 86 | Installation of Sloar Module and Accessories |
| 87 | Solar Module: Supply , transport , installation and commissioning of ISI marked as per IS 14286and IEC 61853(1), 61730(1&2), 61710 certified Solar Module of Multicrystaline/Monocrystalline/ Monocrystalline PERC/bifacial cell with min. efficiency of 15% and fill factor more than 70%, laminated between sheet of -Ethylene Vinyl Acetate (EVA) and high transmissivity 3.2/4.0 mm tempered glass , framed in anodized aluminium frame .The power output of individual PV modules used in the PV array, under STC, should be a minimum of 300 Watt peak, with adequate provision for measurement tolerances.Modules supplied with the SPV system should havewarrantyfor output wattage, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. Necessary test certificate also to be supplied. |
| 88 | a) For 5 HP Off-grid Solar Water Pumping System with Polycrystalline SPV modules -5350-5700 Wp.(2X 16 nos@335Wp) |
| 89 | Module Mounting Structure ( For 2HP, 3HP and 5HP Solar Water Pumping System): Supply , transportation & installation of G.I manual tracking structure made of MS hollow sections, pipes,plates, anglesetc as per IS 1161/1239, 1079/2062, to hold min 300 Wp SPV Moduleas perdrawing and specification of MNRE .The steel structure is to be protected withminimum 80 micron galvanisation(hot dip) and provided with dual axis manual tracking arrangementthree timesin a day and seasonal tilting are to be regulated to face the sun optimally.[The weight of the Module Mounting Structure holding 4 Modulesshould not be less than 195Kgs, holding 6 Modules should not be less than 210 Kg and holding 8 Modulesshould not be less than 245 Kg. (250Kg for 6 module structure] |
| 90 | Foundation of Module Mounting Structure: Suitable and stable Reinforced Cement Concretefoundation for dual axis manual tracking SPV Modulestructure as per approved drawing. |
| 91 | For 8 module structure |
| 92 | Power conditioning unit with IP54 enclosure :Supply , transport , installation and commissioning of IP 54 protected enclosured Inverter Unit qualifyingIEC 61683-Efficiency measurementand IEC 60068-2-Environment Standard , safety standardsuitable for 3 PhaseA.C. motor,IGBTbased high voltage switching inverter with MPPT technology, to take care of the variation of Sun light andwill be suitably mounted inside the metal enclosure. Inverter should have protection against Dry run, Over current, Under current, Over voltage, Under voltage, Short circuit etc. System should be able to run at low sunshine and minimum7 to 8 hours a day run should be possibleduring normalsunshine.condition. Inverter should have option to auto start forany short trip off due to low light/ cloudy situation except for dry run.Inverter should be provided with a display to show the various parameter by the user such as Voltage, Current, Solar panel DC voltage, Inverter IGBT temperature, Out put AC voltage, Output frequency, Pump flow (direct or calculated method), Irradiation etc . The system shouldstore the dataat a set interval, be capable to transfer it to external storage deviceand support communication of its operational parameters and logs over Modbus protocol . It should also monitor and save total run time, total water pumped etc . There should be provision for interfacing GPRS based data transmission. |
| 93 | For 5 HP capacity Pump-motor set |
| 94 | Cable and Accessories :Supplying, fitting and fixings of UV rated Copper Cable laid insideHDPE conduit and other accessories as per followings with necessary connection with the Solar PV Module, MPPT etc.i. 4.0 Sq mm single core multi studs - 5m(for 2HP) & 20m(for 3/5 HP)ii. Lugs, HDPE Pipe, Flexible Pipe, Saddle, Cable tie etc |
| 95 | for 2 or more Structure per Structure with 9 m distance between structures. |
| 96 | Earthing: Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. 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 pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below:By ISI-Medium GI pipe including excavation of soil for installation of Earth Electrode and filling & ramming and connecting to individual structure to earth electrode including S&F 20 mm x 3 mm galvanised (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc. |
| 97 | Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of 8 swg on wall/floor with staples buried inside wall/floor as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages. |
| 98 | a) Lighting System at Scheme: (with lighting Pole) :Dusk to dawn lighting arrangement of at 4 mts height above ground level, with Hot dip galvanised 80 mm x 50 mm , medium dutypipe, with 12 V, 15Ah 2-in-1 Lithium ion/ Ferro- Phosphate batterywith in-built7-11watt LED lamp , 50 Wp solar panelto cover the scheme area. The lighting system should be warranted for 5years from the date of installation. |
| 99 | Lightning protection (Pole mounted): Lightning protection with 3\" X 1.5\" G.I pipe of5m + 1 m height with base flange inproper RCCfoundation and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire and 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc.Earthing with 65 mm dia GI pipe (Medium) 3.0 Mts. long and 1 x 19/10 stranded GI (Hot Dip) wire (4 Mts. long), 20 mm dia x 125 mm long galvanized bolt, double nuts, double washers including socketing at both ends of stranded GI (Hot Dip) wire by crimping sockets/ thimbles and S & F65 mm dia GI pipe (ISI-Medium) protection (3 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level to an average depth of 3.65 Mts. including connection toearth electrodes with 25 X 6mm G.I strip. (Provision of one lightning protection for each scheme as per drawing) |
| 100 | Supply and installation of 3 phase electromotor pump-motor set suitable for Solar operation covering 5 years warranty for the following conditions including loading, unloading, transportation etc.:-c) 5 HP ISI marked 3 phase 415 VPump-Motor set having discharge at required head as below:-i) Monoblock Surface Pump-motor set ISI marked as per IS: 9079 for mini RLI scheme with discharge of 13.8 Lps at 18 mts. total head with 100/80 mm dia. reinforced PVC suction pipe (20m) and delivery pipe(10mts), foot valve, nipple, priming bend Cable and all other required accessoriesto complete connection of suction and delivery side . |
| 101 | Testing and commissioning of scheme after completion of all work |
| 102 | Comprehensive maintenance charges for 4 years beyond 1 year warranty period (which cover monthly inspection, Yearly training to WUA, to attend breakdown within 3 days and to keep the scheme in operationwithout lapse of time)c) For 5 HPboth for Submersible & Surface pumpNote:Total comprehensive maintenance charge is to be withheld in addition to Securirty Deposit . Security Deposit will be released after expiry of warranty period of 1 year& Comprehensive maintenance chargeswillbe released@ Rs.0.75per Wp per year at the end of each maintenance period i.e.at the end of 2nd year, 3rd year, 4th year, 5th year.In case the “Bidder” does not provide service during the warranty & comprehensive maintenance period, the amount so held up will beforfeited |
| 103 | Insurance @ 2% for Item No. 1, 4, 8a/8b, and 10 for a period of 5 years.Note:2Ist year\"sInsurance charge is to be paid on production of Original Receipt of premium payment. Remaining 4 years Insurance payment is to be withheld which will be released during2nd, 3rd , 4th & 5th year on production of Original Receipt of premium payment. |
| 104 | Supplying, fitting and fixing including transportation of sign board for identifing the exact location of MINI RLI scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm × 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) including cutting, welding and writting of both sides of Sign board.Base - Yellow, and ward Red.Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soiling.This will include one materials and labour complete as per drawing and direction of EIC. |
| 105 | Supply fitting and fixing of Hot dip Galvanised ( min 80 micron) / Powder Coat paintedM.S Kiosk Box / Stainless Steel Kioskof SS304of 710(L) X 410(W) X 740(H) and total heightwith legsis 1670mmfor mounting of motor-pump setincluding transportation, grouting in Cement Concrete. |
| 106 | Add Extra Carriage @4% from Item No.2.03 to 2.24 |
| 107 | Add GST @ 18 % on PWD and WRDD Items from Item No. 2.01 to 4.00 |
| 108 | Add Cess @1% from Item No.2.01 to 5.00 |
AI Tender Summary
Tender Timeline
Sep 29, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedOct 30, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 02, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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