Tender For Water Supply Scheme At.Daul.H Tq.Udgir
Tender Value
58.96 Lakhs
Estimated cost
Bid Submission
28 Feb 2022
0 days left
EMD
58961
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
udgir → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Water Supply Scheme At.Daul.H Tq.Udgir
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-Feb-2022 | Other | Other | 28-Feb-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Sub work No - 1Deepning of Supply Well Item No. 1 : 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. a) Lift 0.00to 1.50mtr. |
| 2 | b) Lift 1.50 to 3.00 m |
| 3 | c) Lift 3.00 m to 4.50 m |
| 4 | c) Lift 4.50 m to 6.00 m |
| 5 | Item No. 2 : - 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. e) Lift6.00 m to 7.50m. |
| 6 | f)Lift 7.50 mto 9.00m. |
| 7 | g) Lift 9.00 to 10.50m. |
| 8 | h) Lift 10.50 to 12.00m. |
| 9 | i) Lift 12.00 to 13.50m. |
| 10 | j) Lift 13.50 to 15.00m. |
| 11 | k ) Lift15.00To 16.50m. |
| 12 | l ) Lift 16.50 to 18.00m. |
| 13 | Item No.3:-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.Lift0.00 mto 5.00m. P C C For levilling |
| 14 | For Around Well M-150 |
| 15 | Item No. 4 :- Providing and Castingin situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work as per details drawings and designs or as directed by Engineer- In-Charge includig normal dewatering,centering ,bally,steel propups,compaction, finishing the formed surfaces with C.M.1:3 Of sufficient minimum thickness to give a smooth and even surface whereever necessary or roughening if special finish is to be provided andcuring, 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-200 -Ringbeam @ legde level |
| 16 | Item No. 5 :- 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,bally,steel propups, 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 finish 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 gradeVertical WallsA)Vertical staining wallBelowG Llift 0.00 m to 5.00 m. |
| 17 | b)lift 5.00 m to 10.00 m.Below and above G L |
| 18 | Item No. 6 :-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 m to 5.00 m |
| 19 | b) .lift 5.00 m to 10.00 m. |
| 20 | Item No. 7:- 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 |
| 21 | Item No. 8 :- 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. |
| 22 | Item No. 9 :- Providing and fixing in position C.I.dapuri steps or 16 mm dia M.S. bar stepswith proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paintetc complete as directed by Engineer-in-charge. |
| 23 | Item No. 10 :- 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. |
| 24 | Item No. 11 :-Providing and filling around the well boulders Filling of selected variety and size of boulders including cost of materials, labour transportation, Etc complete.with all leads and lifts. |
| 25 | Item No. 12:-Providing ,Lowewring and laying and jointing G.I. pipes and specielof following class and dia meter including conveyance from store to site of works all labour giving satisfactory hydroulic test etc complete.ohter under ground vertical position as directed by Enginner - In- Charge. . |
| 26 | Item No. 13:-Filling in plinth murum bedding intrenches with available excavated Approvedmurumfrom foundationin 15 cm layers with all leads and lifts includingWatering and compactionetc. complete. |
| 27 | Item No. 14:- 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 |
| 28 | Item No. 15 :- Providing and fixingPipe 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 |
| 29 | Item No. 16:-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 water from the well/ profile below normal subsoil water level upto full depth rise in water level is recorded.The normal 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, labours etc.Complete as directed.The test shall be carried out as per technical circular No. 2597 dt 20/11/97 and shall be carried out for 7 days |
| 30 | ESTIMATE FOR SLOTTED PIPE GALLERYItem No. 1 : 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. a) Lift 0.00to 1.50mtr. |
| 31 | B) Lift 1.50to 3.00mtr. |
| 32 | Item No. 2 : - 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 3.00 m to 4.50m. |
| 33 | Item No. 3 :-Providing and filling around the well boulders Filling of selected variety and size of boulders including cost of materials, labour transportation, Etc complete.with all leads and lifts. |
| 34 | Item No. 4:-Providing ,Lowewring and laying and placing in position shrouding material for porous gallery/slotted pipe gallery trench gallery with all leades and lifts involved including trasnporation of materials to site of works screening and washing of materials and placing in position with given section etc.complete as directed by Engineer in charge. a) 40 mm pebbles |
| 35 | b) 6mm to 20 pebbles |
| 36 | c) 6mm to 12 pebbles |
| 37 | d) corse sand (from river sand ) |
| 38 | Item No. 5:-Providing at site of works ISI sandard R.C.C. Sloted pipes os NP-3 Class including cost of all Central and local taxes,octrio, inspection charges,to departmental stores/site unloading and stacking etc.complete. 450 mm dia PN-3 |
| 39 | Item No. 6:-Lowering laying and jointing in proper grade and alingment R.C.C.sloted pipes of following diameters including all leads and lifts cost of jointing material etc.complete as directed by Enginner in charge.450 mm dia PN-3 |
| 40 | Item No. 7 :- 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. |
| 41 | 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 |
| 42 | 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. |
| 43 | 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. |
| 44 | 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 |
| 45 | 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 |
| 46 | 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 |
| 47 | 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. |
| 48 | 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. |
| 49 | Filling in plinth and floors with approved excavated materials in 15 cm. to 20 cm. layers including watering and compaction etc.complete. |
| 50 | 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. |
| 51 | 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. |
| 52 | 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. |
| 53 | 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. |
| 54 | 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. |
| 55 | 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. |
| 56 | 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 |
| 57 | 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 ) |
| 58 | 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. |
| 59 | Item No. 3a:- M S SPECIALS providing and errecting ISI mark, B class, M S SPECIALS |
| 60 | 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) |
| 61 | Item No. 3b:- 50 mm dia G.I.Teeproviding and errecting ISI mark, B class, 50mm dia G.I.TeewithB class socket |
| 62 | 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) |
| 63 | 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) |
| 64 | 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) |
| 65 | 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) |
| 66 | Item No.8:- Channel frame.providing, errecting Channel frame (Mjp/ civil/DSR P.no. 39item no.SEC-F 5) |
| 67 | 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) |
| 68 | Item No10:- plywood . providing , errectingplywood19mmthickness fixed to angle frame with necessary material( PWD electrical DSR p. no.113 / 6-1-14) |
| 69 | Item No. 11:- Angle frame.providing , errecting & fabrication ofangle framefor panel support ( PWD electrical CSR p. no. 115 / 6-1-19) |
| 70 | 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) ) |
| 71 | 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 ) |
| 72 | 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) |
| 73 | 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 ) |
| 74 | 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 ) |
| 75 | 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 ) |
| 76 | 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) |
| 77 | 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) |
| 78 | 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) |
| 79 | 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) |
| 80 | Item No. 22-Pressure Gauge Providing ,errecting of pressure gauge along with U tube& cock tapping rising main pressure gauge 150 mm 0-14 kg.sq cm to be installed. |
| 81 | 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. |
| 82 | 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. |
| 83 | 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. |
| 84 | Filling in plinth and floors trenches with approved murum from excavated material from foundation 15 cm to 20 cm layers including watering and compaction etc.complete. |
| 85 | Excavation for foundation / pipe trenches in soft rock 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. |
| 86 | 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.90 mm dia PVC 6 Kg / Cm2Pipes |
| 87 | Providing PVC pipe Specials such as coupling,bends,tees,elbows etc.complete. |
| 88 | 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 |
| 89 | 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 |
| 90 | Providing PVC pipe Specials such as coupling,bends,tees,elbows etc.complete. |
| 91 | 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 |
| 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.90 mm dia pvc pipe. |
| 93 | Providing and supplying ISI mark CID/F reflux valves (non-return valves)of following dia including all taxes (central and local),railway freight,inspection charges,unloading from railway wagon,loading into truck,transportation upto departmental stores/site,unloading,stacking,etc.complete |
| 94 | 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)80 mm dia |
| 95 | Providing and supplying Air valves as per IS-10845 and MJP\"s standard specifications double orifice type combined with screw down isolating valve,small orifice elastic ball resting on a gun metal orifice nipple,large orifice vulcanite ball seating on moulded seatring,inlet face and drilled,including all taxes(CentraiandLocal),insurance,third party inspection charges, loading,unloading,transportation upto departmental stores/site,etc.complete50mm Double Ball |
| 96 | Providing and cosntructing B.B. masonary valve chamber 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. |
| 97 | 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 |
| 98 | Providing and laying in situ following grades of Cement Concrete of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering,formwork,compaction,curing,finishing etc.complete M-150 |
| 99 | 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. |
| 100 | ESTIMATE FOR E.S.R. CAP - 40,000 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 40,000 Liter |
| 101 | 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) |
| 102 | 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.300 mm |
| 103 | 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 |
| 104 | GST 12% |
AI Tender Summary
Tender Timeline
Feb 19, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 28, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 02, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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