tender for Water Supply Scheme At.Shambhu Umarga Tq.Udgir Dist.Latur
Tender Value
83.84 Lakhs
Estimated cost
Bid Submission
16 Aug 2022
0 days left
EMD
83843
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
umarga → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Water Supply Scheme At.Shambhu Umarga Tq.Udgir Dist.Latur
BOQ
| Sl. No. | Item Description |
| 1 | Sub work No - 1Percolation Well Item No.1 : - Excavation in general in hard material in comprasing of soft rock,hard rock,manjra rock,etc.by blasting /controlled blasting ,chiselling as required inwet or dry condition for Head Works i.e. Intake well, connecting pipe, Jack well, pump house, supply well, etc for lift 0 to 1.5 m and lead of 150 M including barricading gurading, disposing off surplus excavated stuff within, a radious of 0.5 Km.as directed by Enginner- In -charge,exculding refiling.a) Lift 15.00 m to 16.50 m |
| 2 | b ) Lift 16.50 to 18.00m. |
| 3 | Item No. 2:- 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 |
| 4 | Item No. 3 :- Dewatering the exavated trenches and pools of water in the building trenches/ pipeline trenches, well work by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge ( including cost of machinary,labour,fuel ) etc.complete. |
| 5 | Item No.4:- Providing and fixing M.S. chaqquarred plate flooring of 6mm thinckness supported on M.S. angles (25 x 25 x 5 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 engineering charge |
| 6 | Item No. 5 :- Providing and fixing G.I. Pipe railing having 1.0 M height consisting50 X 50 X 6 mm thick M S angles as verticals at 1.5 m c/c and additional posts at every corner with 2 rows of 25 mm dia G I pipes of medium class variety as horizontal and painting 3 coats of oil paint over one coat of anti corrosive paint of approved colour and shade, includeing labour ,transporting ,bends to curved shape .complete |
| 7 | Item No. 6:-Providing anf fixing in position M.S.ladder 0.50 m wide consisting of 75x10 mm M.S.flats as stringers and 16 mm dia M.S.bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved,welding,anchoring and applying 3 coat of anti corrosive paint,etc complete as directed by Engineer in charge |
| 8 | Name of Sub work No- 2Switch RoomNear percolation wellItem No. 1 :-Excavation for foundation/pipe trenches in earth,soils of all types,sand, gravel and soft murum,including removing the excavated material upto adistance of 50metres and lifts as below,stacking and spreadingas directed,normal dewatering,preparing the bed for foundation and excluding back filling, etc. complete |
| 9 | Item No.2 :-Excavation for foundation/pipe trenches in soft rock and old cement and lime masonry foundation asphaltroad byall means including removing the excavated material upto a distance of 50M beyond the area and lifts as below,stacking as directed by Engineer-in-charge,normal dewatering,preparing the bed for foundation and excluding backfilling,etc.complete. |
| 10 | Item No. 3 :-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. |
| 11 | Item No.4 :-Providing and laying in situ, cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete work in foundation like raft, grillages, strip foundation and footings of reinforced cement concrete columns and steel stanchion including bailing out water, formork, compaction, and finishing, curing etc. complete.A]FOOTING M200 |
| 12 | Item No.5 :- Providing and Casting in situ, cement concreteM-20 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete Columns as per detailed designs and drawing or as directed including centering formork, compacting and roughening the surface if special finish is to be provided and curing etc. complete.FOR COLUMN M-200 |
| 13 | Item No.6 :-Providing and Casting in situ, cement concreteM-20 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete beam and lintelsas per detailed designs and drawing or as directed including centering formork, compaction and finishing the formed surface or roughening the surface if special finish is to be provided and curing etc. complete. PLINTH BEAM M-200/SLAB BEAMM-200 |
| 14 | Item No.7 :-Providing and Casting in situ, cement concreteM-20 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete slab and landings as per detailed designs and drawing or as directed including centering formork, compaction and roughening the surface if special finish is to be provided and curing etc. complete.SLAB M-200 |
| 15 | Item No.8:-Filling in plinth and floors with approved excavated materials in 15 cm. to 20 cm. layers including watering and compaction etc.complete. |
| 16 | Item No.9:- Providing second class Burnt Brick masonry with conventional / Indian Standard type bricks in cement mortar 1:6 in superstructure including striking joints, raking outjoints, watering and scaffolding complete. |
| 17 | Item No.10:- Providing and fixing steel window of various sizes as per detailed drawings fabricated from I.S. standard sections without hot dip zinc coating without/ with ventilator inclauding fabrication, glazing with non-acetinic / plain/ obscured glass panels of approved type and quality, all fixtures and fastening without teak wood boxing, and architraves and finishing with one coat of primer complete. |
| 18 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. |
| 19 | Item No.12:- Providing internal cement plaster 12 mm. thick insingle coat in cement morter 1:4 without neeru finish toto concrete or brick surfaces,in all positions inculding scffolding and curing complete. |
| 20 | Item No.13 :- Providing sand faced plasterexternally in cement motar using khasalia/ kasaba or similer type of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 Kg. per cement bag, curing the same fornot less than 2 days and keeping the surface of the base coat rough to recive the sand faced tretment 10 mm. thick in cement mortar 1:4 finishingthe surface by taking out grains and curing for foureen days scaffolding etc. complete.for compound Wall. |
| 21 | Item No.14:- Provinding and applying two coats of water proof cement paint of approved manufacture and approved colour to the plastered surfacesincluding scaffolding if necessary, cleaning and preparingthe surface watering for two days complete. |
| 22 | Item No.15:- Providing and fixing of angle 50x50x6 mm size for Door with 16 mm diaMild steel bar Horizontally at 10cm c/c for ventilator portion and 15 cm c/c for remaining portion with M.S.Flat of size 40x6 mm vertical at center including iron hold fast boxes for fixing 40x6 mm vertical at center including irion hold fast boxes for fixing shutters including weldings finishingpanting etc.complete. |
| 23 | Item No.16:- Provinding and Fixing 22 BWG plain galvanised iron sheet on top weather shed including scaffolding fixing by means of nut and bolts or as directed by Enginner in charge etc.complete. |
| 24 | Item No1:- 150mm dia Sub pump set.Providing, erecting and giving test of 15 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 ) |
| 25 | 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. |
| 26 | Item No. 3a:- M S SPECIALS providing and errecting ISI mark, B class, M S SPECIALS |
| 27 | 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) |
| 28 | Item No. 3b:- 50 mm dia G.I.Teeproviding and errecting ISI mark, B class, 50mm dia G.I.TeewithB class socket |
| 29 | 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) |
| 30 | 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) |
| 31 | 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) |
| 32 | 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) |
| 33 | Item No.8:- Channel frame.providing, errecting Channel frame (Mjp/ civil/DSR P.no. 39item no.SEC-F 5) |
| 34 | 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) |
| 35 | Item No10:- plywood . providing , errectingplywood19mmthickness fixed to angle frame with necessary material( PWD electrical DSR p. no.113 / 6-1-14) |
| 36 | Item No. 11:- Angle frame.providing , errecting & fabrication ofangle framefor panel support ( PWD electrical CSR p. no. 115 / 6-1-19) |
| 37 | 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) ) |
| 38 | 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 ) |
| 39 | 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) |
| 40 | 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 ) |
| 41 | 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 ) |
| 42 | 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 ) |
| 43 | 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) |
| 44 | 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) |
| 45 | 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) |
| 46 | 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) |
| 47 | ESTIMATE FOR RISING MAIN 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. |
| 48 | 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. |
| 49 | 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. |
| 50 | Filling in plinth and floors trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction etc. |
| 51 | Providing and supplying in standard lengthsPolyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointingmaterial like mechanical connector i. e. thread /insert joint / quick release coupler joint /compression fitting joint or flanged jointexcluding coupler/specials, includingtransportation and freight charges, inspectioncharges, loading / unloading charges,conveyance to the departmental stores &stacking the same in closed shade dulyprotecting from sunrays & rains, excluding GSTlevied by GI & GOM in all respect etc. complete.110 mm dia HDPE 10 Kg / Cm2Pipes |
| 52 | HDPE Special 1 % |
| 53 | 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. 110 mm dia HDPE 10 Kg / Cm2Pipes |
| 54 | Providing ISI mark 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 |
| 55 | Add Specials lumsum cost of Pipes |
| 56 | Lowring and laying ISI 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 |
| 57 | Hydraulic testing of HDPE/MDPEpipe 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. |
| 58 | 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 reatining ring with stainles steel screw stub shaft of stainless steel riding in teflon bearings excluding C.C. foundation / structural steel support confirming to IS 13095-1991. Sluice valves - PN-1. 1) 100 mm dia for Non Return valve |
| 59 | 100 mm dia for Sluice valve |
| 60 | Lowering, laying and jointing in position following C.I. D/F reflux valves, Butterfly valves and sluice valves including cost of all labour jointing material including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves)1)100 mm dia for Non Return valve |
| 61 | 100 mm dia for Sluice valve |
| 62 | Providing and supplying Air Valves as per IS-10845 and MJP\"s standard specifications of approved make and quality of following diameters including all taxxes (Central and Local), railway freight, inspection charges, unloding from railway wagons, loading into truck, transportation upto departmental stores / site, unloding and stacking etc. complete. Air Valve double ball flanged / screwed type - PN-1 |
| 63 | Providing and cosntructing B.B. masonary valve chamber of internal size 90 x 60 cm and depth 1.2 m. with 15 cm thick 1:3:6 proportion PCC bedding excluding excavation, B.B. masonary in C.M. 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer in Charge. Note : wall thickness : 0.23 m. for depthe of 1.2 m. and 0.35 m. for balance depth exceeding 1.2 m.) |
| 64 | 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 150 mm Dia of Pipe line |
| 65 | 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 |
| 66 | 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. |
| 67 | ESTIMATE FOR E.S.R. CAP - 35,000 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 35,0000 Liter |
| 68 | 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. 80 mm (Inlet & Over fiow) |
| 69 | 100 mm(Outlet) |
| 70 | 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. |
| 71 | 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 |
| 72 | 100 mm dia sluice valve |
| 73 | ESTIMATE FORApproach Bund Providing earth work in embankment with approved materials obtained from department all and upto lead of 50m.includingall lifts, laying in layers of 20cm.to 30 cm. thickness breaking clods, dressing to the required lines,curves,grades & section, watering and compaction with vibratory roller to achieve not less han 97% of standard proctor density etc. complete ( Material obtained from departmental Land)From available spoil |
| 74 | Providing and constructing 230 mm thick dry rubble stone pitching using stones and stone chips from approved source from borrow area including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with lead up to 50 m and all lifts excluding royalty of material. |
| 75 | ESTIMATE FORTRIAL 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. |
AI Tender Summary
Tender Timeline
Aug 08, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedAug 16, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 17, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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