Water Supply Scheme At.Halad Wadhwana Tq.Jalkot Dist.Latur.
Tender Value
61.97 Lakhs
Estimated cost
Bid Submission
17 Mar 2022
0 days left
EMD
61974
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
jalkot → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Water Supply Scheme At.Halad Wadhwana Tq.Jalkot Dist.Latur.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 11-Mar-2022 | Other | Other | 17-Mar-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Name of Subwork 1 - CORE BORETaking tril Bore (Core Bore sampling) gallexy Machine With TCT/NX bits gradar undisturbed strata sample for soil murum hard murum with boulders soft rock hard rock running cost callys machine convining all conveyanvce of gallexy machine and back and core sample numbered at site of wooden core box sample s numbered at site of meter interl and convering to takenat one directed by engineer incharge the dia of core in over burden shall be 100 mm etc complete.a) In Overburden |
| 2 | b)Weatherd rock With boulders |
| 3 | c)Weatherd rock/soft rock |
| 4 | d)In Hard work Other the quartzite |
| 5 | e) In Hard work with the quartzite |
| 6 | f) Add for Core box |
| 7 | Name of Sub work - 2 Percolation WelllExcavation in genral in Softmaterial comprising of soft soil,soft murum,and hard murumin wet or dry condition for head work i.e. intake well, connecting pipe, jack well, pump house, supply well etc. for lead and lift specified below including barricating, guarding, disposing off surplu excavated stuff with in a radius of 0.5 KM as directed by engineer incharge etc. complete. excluding refilling. A) Lift 0.00 to 1.50 M. |
| 8 | B) Lift 1.50 to 3.00 M. |
| 9 | C ] Lift 3.00to 4.50 M. |
| 10 | Excavation in genral in hard material comprising of soft rock, hard rock, majra rock etc. by blasting / controlled blasting, chiselling as required in wet or dry condition for head work i.e. intake well, connecting pipe, jack well, pump house, supply well etc. for lead and lift specified below including barricating, guarding, disposing off surplu excavated stuff with in a radius of 0.5 KM as directed by engineer incharge etc. complete. excluding refilling. A) Lift 4.50 to 6.00 M. |
| 11 | B ] Lift 6.00 to 7.50 M. |
| 12 | C ] Lift 7.50 to 9.00 M. |
| 13 | D ] Lift 9.00 to 10.50 M. |
| 14 | E ] Lift 10.50 to 12.00 M. |
| 15 | F ] Lift 12.00 to 13.50 M. |
| 16 | G ] Lift 13.50 to 15.00 M. |
| 17 | H ] Lift 15.00 to 16.50 M. |
| 18 | I ] Lift 16.50 to 18.00 M. |
| 19 | I ] Lift 18.00 to 19.50 M. |
| 20 | I ] Lift 19.50 to 20.00 M. |
| 21 | Providing and laying in situCC M-15 / 1:2:4 of trap / granite / quarzite/ gniess metal for foundation and bedding including bailing out water, formwork, compacting and curing finishing etc. complete. A) Lift 5.00 to 10.00 M. |
| 22 | Providing and casting in situ / C.C.M250of trap /, granite,/ quartize,/ gniess metal for RCC work as per detailed drawing and design or as directed including centering form work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thicknessto give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curingetc. complete.( excluding M.S. reinforcement.) (RCC Waling)A) Lift 0.00 to 5.00 |
| 23 | B)Lift 0.00 to 5.00 M. |
| 24 | C) RCC Beam Lift 5.00 to 10.00 M. |
| 25 | Providing and fixing in positionsteelbar reinforcement of various diameters for RCC pile ,caps footing foundations, canopies, staircase, newels, chajjas, lintels, pardies, canopies, fins, arches,etc. as per detailed designs, drawing and schedubles, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. ( including cost of binding wires ) A) Lift 0.00 to 5.00 M. |
| 26 | B)Lift 5.00 to 10.00 M. |
| 27 | Proving and fixing in well staining 80 mm dia. A.C. pipes as weep hole 1.50 m. c/c staggered, pipe sloping out side the well steining , so as to prevent sand incoming along with water curent with all leads & lift as directed. |
| 28 | Proving and filling around the well boulder of selected variety and size of boulders including cost of all materials, laboures transportation etc complete with all leads & lift as directed. |
| 29 | Filling in plinth and floors with excavated tranches with approved excavated material from foundation in 15 to 20 cms layers including watering and compaction etc complete with all leads & lift as directed. |
| 30 | Providing structural steel work in stanchions composed of RSJ channels etc with caps, bases, mild steel plate, angles, brackets, cleats, gusset plates, anchor bolts etc as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, fixing in position, making riveted / bolted / welded connections and one coat of anti corrosive paint and over it two coats of oil painting etc.Complete |
| 31 | Providing and fixing mild steel chaquerred plate flooring of 6 mm thickness supported on M. S. angles ( 25 X 25X 5 mm size) jncluding welding, cutting andfabricating the plate to the required square or rounding shape making holes in the plate , including providing and applying 3 coats of anticorrosive paint, etc. complete.as directed by Engineer - in -charge. |
| 32 | Providing and fixing pipe ralling having 1.00 m heightconsisting 50X50X6mm thick M.S. angles as verticals at 1.50meters C/C and additional posts at every corner with three rows of 25mm GI pipes of medium class as horizontal and painting three coats of approved colour and shade including cost of all labour, transporting, bending, curved shapes etc. complete. |
| 33 | Providing and fixing M.S.ladder 0.50 m wide condiering of 75 mm X 10mm M.S.flats stringers and steps of 16 mm dia Bars in double rows about 25 cm C/C including all fixtures cutting holes,welding,anchoring and applying 3 coats of anticorrosive paint etc.complete. |
| 34 | Providing and fixing 16mm dia M. s. bar steps including all fixtures cutting holes, welding, anchoring and applying 3 coats of anticorrosive paint etc. complete as directed. |
| 35 | Dewatering the excavation trecches and pools of water in building trenches / pipe line trenches well works by using pumps and other deviceses including disposing off water to safe distance as directed by Engineer in charge ( including cost of machinary, labour, fuel ) etc complete |
| 36 | Carrying out recuparation / yield test for ascerting the discharge of constructed well / excavated profile as directed by Engineer in charge in chages The test carried out by drawing down water from the well / profile below normal / subsoil water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of WS scheme shall be recorded prior to the test including cost of all materials overhead labour etc compleded as directed. Lps less than 25000 |
| 37 | Taking in Well Bore of 115 mm dia by D.T.H.Machine including transporatation uit at site of work etc complete.(As per Quotation approved by G.S.D.A.) |
| 38 | Name of Sub work -3Deeping of Exating Well Excavation in genral in hard material comprising of soft rock, hard rock, majra rock etc. by blasting / controlled blasting, chiselling as required in wet or dry condition for head work i.e. intake well, connecting pipe, jack well, pump house, supply well etc. for lead and lift specified below including barricating, guarding, disposing off surplu excavated stuff with in a radius of 0.5 KM as directed by engineer incharge etc. complete. excluding refilling. A)Lift 6.00 to 7.50 M. |
| 39 | C ] Lift 7.50 to 9.00 M. |
| 40 | D ] Lift 9.00 to 10.50 M. |
| 41 | E ] Lift 10.50 to 12.00 M. |
| 42 | F ] Lift 12.00 to 13.50 M. |
| 43 | G ] Lift 13.50 to 15.00 M. |
| 44 | H ] Lift 15.00 to 16.50 M. |
| 45 | I ] Lift 16.50 to 18.00 M. |
| 46 | Dewatering the excavation trecches and pools of water in building trenches / pipe line trenches well works by using pumps and other deviceses including disposing off water to safe distance as directed by Engineer in charge ( including cost of machinary, labour, fuel ) etc complete |
| 47 | Taking in Well Bore of 115 mm dia by D.T.H.Machine including transporatation uit at site of work etc complete.(As per Quotation approved by G.S.D.A.) |
| 48 | Name of Sub work No- 4 Pump ShedNear percolation wellItem No. 1 :-Providing and fixing mild steel Chequerred plate floowing of 6 mm thickness supported M.S.angles (25x25x5 mm size) including welding,cutting and fabricating the plate to the required square or rounding shape making holes in the plate,including providing and applying 3 coats of anticorrosive paint etc.complete as directed by Enginner in charge. |
| 49 | Item No.2 :-Providing and fixing CGL Sheets For sides and roofing including fixing with J bolts etc complete. |
| 50 | Item No. 3:- Providing structural steel work in stanchions composed of RSJ channels etc with caps, bases, mild steel plate, angles, brackets, cleats, gusset plates, anchor bolts etc as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, fixing in position, making riveted / bolted / welded connections and one coat of anti corrosive paint and over it two coats of oil painting etc.Complete |
| 51 | Item No4 :- Providing and fixing steel frame door of angle 50x50 6 mm with mild steel bars 16 mm dia horzontally at 10 mm cc for ventilator portion including iron hold fast boxes for fixing shutters including welding,finishing painting etc.complete. |
| 52 | Item No 5 :- Providing and fixing steel frame of angle 50x50x6 mm with mild steel bars 16 mm dia.Horizontally at 10 mm c/c for ventilator portation including welding,finishing,painting etc.complete.Steel frame door |
| 53 | Item No 7 :- Providing and fixing mild steel chaquerred plate flooring of 6 mm thickness supported on M. S. angles ( 25 X 25X 5 mm size) jncluding welding, cutting andfabricating the plate to the required square or rounding shape making holes in the plate , including providing and applying 3 coats of anticorrosive paint, etc. complete.as directed by Engineer - in -charge. |
| 54 | Name of Sub work No- 5 Pumping Machinary Item No1:- 150mm dia Sub pump set.Providing, erecting and giving test of 5 HP upto 12 Stage 150 mm dia Sub pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump sheel be suitable for various delivery head and discharge with stainless steelshaft. Motor suitable for working on 415(+/-)10% volt 3 ph 50 c/s a.c. supply ,thrust corban bearing with stand entire hy .thrust. pump set shall be direct coupling with suitable strainer .pump should havesuitable discharge out late as per manufacture design .antithrust stream lined non return valve shallbe provided with pump 3mtr submersible copper conductor cable in single /double run, two pairs erection clamp 32 mm wx10mm thickshall be provided with pump. (MJP Mech. CSR page no. 2 item No pm 1-3-6 ) |
| 55 | Item No. 2:- 50 mm dia G.I.pipe.providing and errecting ISI mark,heavyclass,50 mm dia G.I. pipewith both end threaded &oneend B class socket. |
| 56 | Item No. 3a:- M S SPECIALS providing and errecting ISI mark, B class, M S SPECIALS |
| 57 | Item No. 3a:- 50 mm dia G.I.Bend. providing and errecting ISI mark, B class, 50mm dia G.I.BendwithB class socket(MJP / DSR page no 14 item no pw1-4) |
| 58 | Item No. 3b:- 50 mm dia G.I.Teeproviding and errecting ISI mark, B class, 50mm dia G.I.TeewithB class socket |
| 59 | Item No.4:-Earthing. providing and errecting rod type earthing (electrode of20mm dia solidG.I. Rodor G.I. Pipe of40mmdia ) 2.5 mtr burried in earth or( driven in the earth with blows of moderate force ) with necessarydoubleG.I. earth strip complete errected connected to nearest switch gear earth terminal. (PWD electrical DSR page no 166 / 9-1-4) |
| 60 | Item No.5:- Flat flexible sub cableproviding and errecting flat flexible submersible cable with copper conductor 3 core , pvc insulated & pvc sheathed cable wire.size : 4 sq mm (motor to panel board). (PWD electrical DSR page no 219 / 12-4-9) |
| 61 | Item No.6:- Armoured cable.providing and errectingAluminium conductor, XLPE / PVC insulated Armoured cable 3.5 or 4core cable size 16 sq mm(PWD electrical DSR page no 129 / 7-1-15) |
| 62 | Item No7:-80mm dia C.I. flanges. providing and errecting ISI mark,80 mm dia C.I. flanges with nut ,bolt &washer (PWD electrical DSR page no 268 / 16-6-29) |
| 63 | Item No.8:- Channel frame.providing, errecting Channel frame (Mjp/ civil/DSR P.no. 39item no.SEC-F 5) |
| 64 | Item No.9:- Rain Prinventive box.providing , errecting Box type Rain Prinventive box size=1.5X1X0.30& 22SWG with lock arrangement A( panel box)=6sqmtr (PWD electrical CSR p. no. 112 / 6-1-6) |
| 65 | Item No10:- plywood . providing , errectingplywood19mmthickness fixed to angle frame with necessary material( PWD electrical DSR p. no.113 / 6-1-14) |
| 66 | Item No. 11:- Angle frame.providing , errecting & fabrication ofangle framefor panel support ( PWD electrical CSR p. no. 115 / 6-1-19) |
| 67 | Item No. 12:- Fuse bridge.providing , errecting H C pattern porcelain fuse bridge with base and H C fuse links500 volt, 63Amp.capacity( PWD electrical DSR p. no108 / 5-10-3) ) |
| 68 | Item No. 13:- Triple Pole Switch. providing , errectingtriple pole iron clad /metal cladswitch& fuse 32Amp 415/500 volt. ( PWD/DSR p. no. 87 item no. 5-1-6 ) |
| 69 | Item No. 14:- Change overSwitch. providing , errectingChange overSwitch. clad /metal clad four pole40 Amp 415/500 volt. ( PWD/DSR p. no. 88 item no. 5-1-24) |
| 70 | Item No. 15:- Volt meter. providing & errectinganalog type moving iron Voltmeterfor ACvoltage 0 to 500 volt range,50 c/s, flash type.( PWD/DSR p. no.117 item no6-3-8 ) |
| 71 | Item No. 16:- Ammeter. providing & errecting analog type moving iron Ammeterfor ACcurrent o to 30 Amp, directrange, 500 volt, 50 c/s flash type.( PWD/DSR p. no. 117 item no.6-3-7 ) |
| 72 | Item No. 17 :- Indicating Lamp. providing & errecting LED type indicating pilot lamp with LED colours RED/ Yellow / Green] 230 / 250 Volt on provided box /panel with necessary material, wring & connectons. ( PWD/DSR p. no. 120 item no.6-5-5 ) |
| 73 | Item No. 18:- Capacitor.providing & errectingbank of metalisedpolypropylene condensers with standard capacities of 1 , 2 , 3 , 5 , 7 , 12 , 15 , 20 & 25 kvar unit P.F. corre-ction operation on 3 ph 50 c/s500 volt + or- 10 %externally dischaging resis-tancs earthing terminals & built up angle iron or chennel iron framework&provided with terminal cover box completed& tested.(MJP Mech. CSR page no47 /cp-1) |
| 74 | Item No.19:- DOL /FASD Starter.providing & errectingDOL /FASD starterto operate squirrel cage induction motor working on 380-440 volt, 3 phase,50 c/s with no volt coil and over load Relay (range 30 Amp )with nacassary material and connected to supply, etc completed. (MJP Mech. CSR page no48 / LG3-2) |
| 75 | Item No.20:- Sluice Valve 80 mm dia. providing & errecting in position Sluice Valve-80mm dia and class including necessary jointing accessories (flanges, nut, bolts and rubber packing) as per the specification.(MJP /Civil DSR page no 208&214 item no SECXII-2a(iii)&4(iii) |
| 76 | Item No. 21:- RefluxValve 80mm dia. providing & errecting in position RefluxValve 80 mm dia and class including necessary jointing accessories (flanges, nut, bolts and rubber packing) as per the specification.(MJP /Civil DSR page no 204&214 item no SECXII-1a(iii)&4(iii) |
| 77 | Name of Sub work No- 6 Rising MainItem No.Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for portable water with solvent cement joints including cost of coupleras per IS specification No. 4985 / 1988 including all taxes ( Central and Locals ) transportion freight charges, inspection charges, loading, unloding conveyance to the departmental stores/ site, and stacking the same in the closed shade duly protected from sun rays and rains including cost of jointing material i. e. solvent cement etc. complete. R / M90 mm dia PVC 6Kg / Cm2Pipes |
| 78 | Providing ISI mark G I Pipe of following dia and class including all local and central taxes,freight charges,inspection charges transportation to the stores etc.comple. 80 MM Diameter medium class |
| 79 | Providng G.I.pipe specials such as coupling,bends,tees,elbows etcomplete. |
| 80 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preapring the bed for foundation and excluding back filling etc. complete. Lift 0 to 1.5 m. |
| 81 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preapring the bed for foundation and excluding back filling etc. complete. Lift 0 to 1.5 m. |
| 82 | Excavation for foundation / pipe trenches in Hard rock by controlled blastingincluding removing the excavated material upto a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preapring the bed for foundation and excluding back filling etc. complete. Lift 0 to 1.5 m. |
| 83 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonary foundationasphalt roadincluding removing the excavated material upto a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preapring the bed for foundation and excluding back filling etc. complete. Lift 0 to 1.5 m. |
| 84 | Hydraulic testing of PVC pipe line tospecified pressure including cost of allmaterials and labour and water for testing forspecified length including cutting, placing endcap making arrangement for filling safe waterusing reciprocating type pumps which shouldbe able to provide specified test pressuregauges and other necessary equipments,labour, operation charges, etc. required fortesting. The rate under this item shall alsoinclude cost of retesting, if necessary andreinstating to original position. 90 mm dia 6 kg /cm2 pipe |
| 85 | Lowering, laying and jointing with PVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material except cement solvent, ruber ring, giving satsifactory hydraulic testing as per IS code, etc. complete. 90 mm dia PVC 6 Kg / Cm2Pipes |
| 86 | Lowring, laying and jointing ISI markISI G.I.pipe of following class and dia including all local and central taxes ,octori inspection charges transportation to stores etc complete MEDIUM. 1) 80mm G.I.Pipe |
| 87 | Providing, and supplying Kinetic double air valves confiriming to IS 14845 as per MJP standard specification combined with scredown isolating valve smal orifice elastic ball resting on a gunmetal orifice nipple,large orifice vulcanite ball seatingon moulded seatring,inletface and frilled including insurancethird party inspection charges,loading unloading,transporatation up to departmental stores,excludingGST levied by GOI & GOM in all respect etc.complete Kinetic Air valve Flangesd 40 mm dia |
| 88 | Providing supplying and errecting ISI Mark C.I. D/F reflux valves (non return valves) of 80 mm dia including all local and central taxes freight,inspectioncharges unloading from railwaywagon,loading and truck transporaiton to the site unlading and stacking etc.complete.100 mm dia |
| 89 | Providing and fixing in position air valve shaft including providing & fixing G.I medium class or 6 MM thick M.S Pipe shaft 2.7 M long over branch flange of air valve tee providing P.C.C. block of M-150 concreate 150 mm thick around the air valve tee including encasing of vertical shaft in P.C.C.M-150 as shown in type design together with providing and making flanged joints wherever required and fixing the air valve over the shaft excluding the cost air valve and branch flanged air valve tee etc. complete.Foundation on Murum & Harder Strata Upto 200 mmto 400 mm Dia of Pipe line |
| 90 | Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap / granite / quartzite / gneiss metal for foundation and bedding including dewatering form work, compacting and curing. Finishing etc. complete with initial lift of 1.5 m. below / above ground level |
| 91 | Refiling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging etc. complete. |
| 92 | Hydraulic testing of PVC pipe line tospecified pressure including cost of allmaterials and labour and water for testing forspecified length including cutting, placing endcap making arrangement for filling safe waterusing reciprocating type pumps which shouldbe able to provide specified test pressuregauges and other necessary equipments,labour, operation charges, etc. required fortesting. The rate under this item shall alsoinclude cost of retesting, if necessary andreinstating to original position. 80 MM Dia medium class |
| 93 | Name of Sub work No- 7E.S.R. CAP - 54,000 LTRS Desining (aeshthetically) and constructing RCC elevated service reservoirs of following capacity with RCC staining consisting of columns.internal and external bracings spaced vertically not more than 4.5 metres centreto centreforESR having capacity upto 500 cum andnot more than6 m c\c for ESRs havingcapaciti above500 cum. including excavation in all types of strata ,foundationconcrete. cement plaster withwaterproofing compound to the in side fase of the container including refillingdisposing off the surpluse stuff within a lead of 50 metres, all labour and material charges includinglowering, laying,erecting, hoisting and jointingof pipe assemblyofinlet, washout overflow andbypassarrangements as per departmentaldesign, providing and fixing accessoriessuch as M.S. ladder,C.l manhole farme andcovers , water level indicators, lightenine conductor G.l pipe reiling around walk way and top slabproviding sprial stair case from ground levelM.S. grill gate of 2 Mheight with lockingarrangement of approved design .B.B. masonry. chambers providing and applying.cost of 54,000 Liter |
| 94 | Providing and supplying ISI standard CI double flanged pipes including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to stores / site, unloading etc. complete as directed by Engneer-in-charge. 100 mm (Inlet & Over fiow) |
| 95 | 100 mm(Outlet) |
| 96 | Providing and supplying ISI standard CI flanged / S& S specials including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to depermental store/ site, unloading stacking etc. complete. D/F Specials Upto and including 150 mm dia. |
| 97 | Providing, erecting, connecting double flanged short body pattern type manually operated butterfly valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally conforming in BS 5155, Syntetic rubber faced ring secured on disc by retaining ring with stainless screw stub shaft of stainless steel riding in teflon bearings excluding C.C. foundation / structural steel support confirming to I S 13095-1991 ,Sluice valves -PN1.680 mm dia sluice valve |
| 98 | 100 mm dia sluice valve |
| 99 | Name of Sub work No- 8TRIAL RUN Commissioning running and maintain the scheme to quantities rated capacity.including managing necessary personal such as operator] valveman etc as per requirements of the scheme and who should also administer chemical dose for pereiod of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP/ Local Body after complete of the abow period as directed by Engineer- in charge.a) For Single Village (Three months) |
| 100 | Operations and maintainance charges . |
| 101 | GST 12% |
AI Tender Summary
Tender Timeline
Mar 11, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Mar 17, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedMar 17, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 21, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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