Tender For Water Supply Scheme Methi Tq.Ahmadpur Dist.Latur.
Tender Value
60.87 Lakhs
Estimated cost
Bid Submission
06 Dec 2022
0 days left
EMD
60875
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
ahmadpur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Water Supply Scheme Methi Tq.Ahmadpur Dist.Latur.
BOQ
| Sl. No. | Item Description |
| 1 | ESTIMATE FOR TAKING CORE BORE Takling trial bore (core bore sampling )bycallyx machine with TCT/Xbits gader undisturced srata sample for invistigation in all tips of strata soft soil ,hard rock quartzite etc the item includes all hire and running cost of callyx machine conveying all materials to site of work excluding conveance of cllyx ,machine and back sampling all over burden strata in glass jar and core sample serialy nombered at site in wooden core box samples to taken at 1 m intervel and conveying to the the place as directed.In over burdan soft soil murum |
| 2 | I weathredrock with boulders |
| 3 | In weathred rock /soft rock |
| 4 | In hard rock other than quartzite |
| 5 | In hard rock quartzite |
| 6 | Add for Core box |
| 7 | ESTIMATE FORPERCOLATIONWELL Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet 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 radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. For Head Works on river or damoffor initial lift of 0 to 1.5 M FORJACKWELLa) Lift o to 1.50 m. |
| 8 | b) Lift 1.50 to 3.00 m. |
| 9 | c) Lift 3.00 to 4.50 m. |
| 10 | Excavation in general in hard material in wet 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,etc complete.d) Lift 4.50 to 6.00 m. |
| 11 | e) Lift 6.00 to 7.50 m. |
| 12 | f) Lift 7.50 to 9.00 m. |
| 13 | g) Lift 9.00 to 10.50 m. |
| 14 | h) Lift 10.50 to 12.00 m. |
| 15 | i) Lift 12.00 to 13.50 m. |
| 16 | j) Lift 13.50 to 15.00 m. |
| 17 | j) Lift 15.00 to 16.50 m. |
| 18 | j) Lift 16.50 to 18.00 m. |
| 19 | j) Lift 18.00 to 19.50 m. |
| 20 | j) Lift 19.50 to 20.00 m. |
| 21 | 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.PCC for levelling course. |
| 22 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted. Excluding M.S. or Tor reinforcement). In RCC M-200Ringbeam @ legde level |
| 23 | Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted excluding M.S, or Tor reinforcement) For RCC M-200 grade Slabs / Landings / Vertical Walls / Waist Slabs / Steps for Staircase A) Lift 0 to 5.00 m.Below and Abow G.L. |
| 24 | B) Lift 5.00 to 10.00 m.Below and Abow G.L. |
| 25 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footing, foundation, slabs, beams, columns, canopies staircases. Newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, der 0.70% of Concrete Qty (Lift 0.00 to 5.00) |
| 26 | 0.70% of Concrete Qty (Lift 3.11 to 5.90) |
| 27 | Providing structural steel work in rolled sections like joists channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats ISMB 200 x 100 ISMB 250 x 125 For pump Foundation |
| 28 | 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. |
| 29 | Providing and fixing in position C. I. Dapuri steps or 22 mm dia M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paintetc complete as directed by Engineer-in-charge. |
| 30 | Providing, and fixing 80 mm dia A.C. / P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts etc. complete with all leads and lifts. |
| 31 | 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. |
| 32 | Providing and fixing M.S. chaqquarred plate flooring of 8mm 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 |
| 33 | 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 |
| 34 | Carrying out recuperation/ yield test for ascerting the discharge of constructed well/ excavated profile as directed by engineer in charge the test carried out by drawing down nater 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 dosign of W.S. Scheme shall be recorded prior to the test including cost of all materials over head, labour as per technical circular No. 2597 dt 20/11/97 and shall be carried out for 7 days |
| 35 | ESTIMATE FORHORIZONTAL BORES 5 NOS.Drilling Horizontal Bore well of 115 mm diameter with all cost of machine, fuel, labour , transportations, instalation etc. complete.Horizontal bore well of 115 mm dia.= 40 x 4 Nos.= 160 Rmt. |
| 36 | Preparation of platform for drilling horizontal bores in 20.00 M. deep well with all cost of machine , fuel , labour , transportations, instalation etc. complete.Horizontal bore well of 115 mm dia.= 40 x 4 Nos.= 160 Rmt. |
| 37 | ESTIMATE FOR 5 HP Pumping Machinery Item No1:- 150mm dia Sub pump set.Providing, erecting and giving test of5 HP/ upto12 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 ) |
| 38 | Item No. 2a:- 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. (MJP /Civil DSR page no82&83 item no SEC I-(III)1C(vi)&SEC I-(vi)2C(vi) |
| 39 | Item No. 2b :-M.S.Special.providing and errecting M.S.Special for various diameter of pipe(MJP /Civil DSR page no 72 item no 7c) |
| 40 | Item No. 3a:- 50 mm dia G.I.Bend. providing and errecting ISI mark, B class, 50mm dia G.I.BendwithB class socket(MJP Mech / DSR page no 11 item no pw1-4) |
| 41 | Item No. 3b:- 50 mm dia G.I.Teeproviding and errecting ISI mark, B class, 50mm dia G.I.TeewithB class socket(MJP Mech/ DSR page no 11 item no pw2-4) |
| 42 | 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 159 / 9-1-4) |
| 43 | 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 : 4sq mm (motor to panel board).for 20hp double run(PWD electrical DSR page no 218 / 12-4-9) |
| 44 | 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 no125 / 7-1-11) |
| 45 | Item No7:- C.I. flanges. providing and errecting ISI mark,75/80 mm dia C.I. flanges with nut ,bolt &washer (PWD electrical DSR page no 244 / 16-6-29) |
| 46 | Item No.8:- Channel frame.providing, errecting Channel frame (Mjp/ civil/DSR P.no. 38 item no.SEC-F 5) |
| 47 | Item No.9:- Rain Prinventive box.providing , errecting Box type Rain Prinventive box size=1.5X1X0.35& 16SWG with lock arrangement A( panel box)=5sqmtr (PWD electrical CSR p. no. 112 / 6-1-2) |
| 48 | Item No10:- plywood . providing , errectingplywood19mmthickness fixed to angle frame with necessary material( PWD electrical DSR p. no.112 / 6-1-14) |
| 49 | Item No. 11:- Angle frame.providing , errecting & fabrication ofangle framefor panel support ( PWD electrical CSR p. no. 113 / 6-1-19) |
| 50 | Item No. 12:- Fuse bridge.providing , errecting H C pattern porcelain fuse bridge with base and H C fuse links 415/ 500 volt, 63Amp.capacity( PWD electrical DSR p. no107 / 5-10-3) ) |
| 51 | Item No. 13:- Triple Pole Switch. providing , errectingtriple pole iron clad /metal cladswitch& fuse32Amp 415/500 volt. ( PWD/DSR p. no. 89 item no. 5-1-6 ) |
| 52 | Item No. 14:- Change overSwitch. providing , errectingChange overSwitch. clad /metal clad four pole40 Amp 415/500 volt. ( PWD/DSR p. no. 90 item no. 5-1-24 ) |
| 53 | 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.115 item no6-3-8 ) |
| 54 | 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. 115 item no.6-3-7 ) |
| 55 | 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. 119 item no.6-5-5 ) |
| 56 | 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 no26 /cp-1) |
| 57 | 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.for Up to 7.5 hp capacity(MJP Mech. CSR page no27 / LG1-1) |
| 58 | 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 no132&135 item no SECXII-2a(iv)&4(iv) |
| 59 | Item No. 21:- RefluxValve80mm dia. providing & errecting in position RefluxValve 80mm dia and class including necessary jointing accessories (flanges, nut, bolts and rubber packing) as per the specification.(MJP /Civil DSR page no 131&135 item no SECXII-1a(iv)&4(iv) |
| 60 | Item No. 22:- MS bareels for chain pully blockProviding and supplying ISI standard MSspecials of required thickness with 3 coats ofapproved make epoxy paint (Shalimar, Ciba orMahindra & Mahindra make) from inside andoutside excluding all statutory duties & taxessuch as GST levied by GOI & GOM in allrespect, inspection charges, transportation tostores / site, and stacking, etc. complete.MS barrels (pipe pieces) locally manufactured(for small quantities)(MJP /Civil DSR page no 72 item no 7f) |
| 61 | Item No. 23:- Chain pully block of 1 TonProviding, erecting triple spur gear type chain pulley block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift tested to 50% over load as per IS 3832 carrying ISI mark.(MJP DSR/Mech page No. 14 Sec. 5 LF 1-1) |
| 62 | ESTIMATE FOR SWITCH ROOMExcavation 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 |
| 63 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete |
| 64 | 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. |
| 65 | 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 |
| 66 | 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 |
| 67 | 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 |
| 68 | 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. |
| 69 | 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 |
| 70 | Filling in plinth and floors with approved excavated materials in 15 cm. to 20 cm. layers including watering and compaction etc.complete. |
| 71 | 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. |
| 72 | Providing and fixing in position Mild steel bar reinforcement of various diametres for reinforced cement concrete pile caps, footing, foundations, slabs, beams, columns, canopies, stair case, newels, chajjas, lintels, pardis, copings, fins, arches etc.as per detailed designs, drawings and schedulesincluding cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. |
| 73 | 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. |
| 74 | 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. |
| 75 | 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. |
| 76 | Providing and fixing steel Frame of angle 50 x 50 x 6 mm size for Door with 16 mm dia mild steel bars horzontally at 10 cm c/c for ventilator portion and 15 cm c/c for remaining portion with M.S. Flat of sizpe 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing shutters including welding finishing painting etc complete. |
| 77 | Providing 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 aengineer in charge etc. complete |
| 78 | 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. |
| 79 | Excavation for foundation / pipe trenches in hard murum with boulders W.B.M. road 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. |
| 80 | Providing and supplying in standard lengths ISI Mark rigid unplasticised PVC pieps suitable for potable water with solvent cement joints including cost of couplers, as per IS specification No. 4985/1988 including all local central taxes, transportation fright charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement etc. complete. (Selffit type to be jointed with cement solvent.) Working pressure 6 Kg/Sq.cm 90 mm dia PVC 6 Kg / Cm2Pipes |
| 81 | 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. ( With cement solvent joint / ring if joint) Working pressure 6 and 10 Kg/Sq.cm.90 mm dia PVC 6 Kg / Cm2Pipes |
| 82 | 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) 80 mm.G.I.pipe |
| 83 | GI Pipe SPECIAL\"S |
| 84 | Lowewring and laying 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) 80 mm.G.I.pipe |
| 85 | 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 val PN- 1 80 mm dia for Non Return Valve |
| 86 | 80 mm dia for Sluice valve |
| 87 | 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) 80 mm dia for Non Return Valve |
| 88 | 80 mm dia for Sluice valve |
| 89 | 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 50 mm dia Double ball air valve |
| 90 | Providing and cosntructing B.B. masonary valve chamber of internal size 60 x 45 cm and depth 0.90 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.) For Sluice valves |
| 91 | 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 |
| 92 | 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 levelEncasing |
| 93 | 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.Net Qty. =854.79 Cum |
| 94 | ESTIMATE FOR E.S.R. CAP -: 54000 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 three coats of cement paintto the structure includingroofsiab epoxy paintingto internal surface and anti -termite treatement for underground parts of the structure and giving satisfactory water tightness test as per ithree coats of cement paintto the structure includingroofsiab epoxy paintingto internal surface and anti -termite treatement for underground parts of the structure and giving satisfactory water tightness test as per I.S. code The job to include painting the namec of the scheme and other details on the reservoir as per the direction of Engineer -in -charge.Add for capacity above 50,000 Ltrs up to 75,000 Ltrs. |
| 95 | 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) |
| 96 | 100 mm(Outlet) |
| 97 | 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. |
| 98 | 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 -PN1.6 80 mm dia sluice valve |
| 99 | 100 mm dia sluice valve |
| 100 | ESTIMATE FOR DISTRIBUTION SYSTEM 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. |
| 101 | Excavation for foundation / pipe trenches in hard murum and boulders W.B.M. roadincluding remving the excavatted material upto a distance of 50 M beyond the area and lift as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc coplete. Lift 0 to 1.5 M. |
| 102 | Excavation for foundation / pipe trenches in sort 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. |
| 103 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by any other means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 meteres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete. |
| 104 | Providing and supplying in standard lengths ISI Mark rigid unplasticised PVC pieps suitable for potable water with solvent cement joints including cost of couplers, as per IS specification No. 4985/1988 including all local central taxes, transportation fright charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement etc. complete. (Selffit type to be jointed with cement solvent.) Working pressure 4 Kg/Sq.cm 1) 110 mm dia |
| 105 | 2) 90 mm dia |
| 106 | 3) 75 mm dia |
| 107 | Lowering, laying and jointing with PVC pipe 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, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint) Working pressure 4 kg/Sq. cm.1) 110 mm dia |
| 108 | 2) 90 mm dia |
| 109 | 3) 75 mm dia |
| 110 | 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 |
| 111 | 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-1 100 m dia |
| 112 | 80 m dia |
| 113 | 65 mm dia |
| 114 | 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) 100 m dia |
| 115 | 80 m dia |
| 116 | 65 mm dia |
| 117 | Providing and supplying CI ROAD BOX as per IS- 10845 and MJP,s standard specifications of approved make and quality of following diameters including all taxes (central and Local), railway frieght, inspection charges, unloading in to truck, transportation up to departmental stores/ site, unloading and stacking etc. complete. 100mmx 225mm (20kg) |
| 118 | Refilling 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. |
| 119 | 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. Note :- Required Chemicals to be supplied by Departmental free of cost and electricity bill will also be paid by the Department. |
AI Tender Summary
Tender Timeline
Nov 28, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedDec 06, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 07, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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