Water Supply Scheme At.Atnoor Tq.Jalkot Dist.Latur.
Tender Value
1.04 Crore
Estimated cost
Bid Submission
17 Mar 2022
0 days left
EMD
1.04 Lakhs
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.Atnoor 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 - 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 - 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 5.00 to 10.00 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 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. |
| 28 | 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 |
| 29 | 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. |
| 30 | 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. |
| 31 | 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. |
| 32 | 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. |
| 33 | 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. |
| 34 | 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. |
| 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 | Providing and placing in position Shrounding Matterial for porous pipe gallary slotted pipe gallery trench gallery with all leads and lifts invilved including transporattation of materials to site of works screening and washing of materials and placing in position with given section etc.completed by engineer in charge.Course sand |
| 38 | 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.) |
| 39 | Name of Subwork - DISMANTLING& DEEPING OF EXISTING PERCOLATION WELLDeselting the supply well intake well head works sump of water supply sewerage work etc.in wet or dry condition including lifts upto 9 m and lead upto 150 m as required necessary beyond the work site stacking sperading including necessary guarding etc.complete as directed by Engineer in charge. |
| 40 | Dismantling stone masonary in lime or cement including stacking the materials as directedwith all lifts and leads beyond 50 meter complete.as directed by Engineers in charge. FOR JACK WELL |
| 41 | Excavation 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. |
| 42 | B) Lift 1.50 to 3.00 M. |
| 43 | C ] Lift 3.00to 4.50 M. |
| 44 | D ] Lift 3.00to 4.50 M. |
| 45 | 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. |
| 46 | C ] Lift 7.50 to 9.00 M. |
| 47 | D ] Lift 9.00 to 10.50 M. |
| 48 | E ] Lift 10.50 to 12.00 M. |
| 49 | F ] Lift 12.00 to 13.50 M. |
| 50 | G ] Lift 13.50 to 15.00 M. |
| 51 | H ] Lift 15.00 to 16.50 M. |
| 52 | I ] Lift 16.50 to 18.00 M. |
| 53 | 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. PCC For levelling course |
| 54 | Providing and casting in situ / C.C.M250of trap /, granite,/ quartize,/ gniess metal for RCC workin foundation like raft,grillage strip,foundation and footing of RCC colums and steel stanchons inclding normal dewatering,form work,compaction finishing,and curing etc complete.IN RCC M-200 Ringbeam @ legde level |
| 55 | 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. |
| 56 | b)lift 5.00 m to 10.00 m.Below and above G L |
| 57 | Providing and fixing in positionTORbar 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. |
| 58 | B)Lift 5.00 to 10.00 M. |
| 59 | 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. |
| 60 | 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 |
| 61 | Item No. 9 :- Providing and fixing in position C.I.dapuri steps or 22 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. |
| 62 | 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. |
| 63 | Item No.11 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. |
| 64 | 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 |
| 65 | 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. |
| 66 | Providing and fixing G.I. 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. |
| 67 | Name of Sub work No- 3 Pump ShedNear old 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. |
| 68 | Item No.2 :-Providing and fixing CGL Sheets For sides and roofing including fixing with J bolts etc complete. |
| 69 | 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 |
| 70 | 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. |
| 71 | 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 |
| 72 | Item No. 6:- Providing structural steel work in single 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 |
| 73 | ESTIMATE FOR APPROACH BUNDItem No.1 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) A) With power roller |
| 74 | Item No.2 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.lift 0 to 1.5 |
| 75 | 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 |
| 76 | 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. |
| 77 | 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. |
| 78 | 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 |
| 79 | 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 |
| 80 | 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 |
| 81 | 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. |
| 82 | 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. |
| 83 | Filling in plinth and floors with approved excavated materials in 15 cm. to 20 cm. layers including watering and compaction etc.complete. |
| 84 | 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. |
| 85 | 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. |
| 86 | 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. |
| 87 | 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. |
| 88 | 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. |
| 89 | 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. |
| 90 | 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 |
| 91 | Item No1:- 150mm dia Sub pump set.Providing, erecting and giving test of 15.00 HP upto 10 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 ) |
| 92 | Item No. 2:- 80 mm dia G.I.pipe.providing and errecting ISI mark,heavyclass,80 mm dia G.I. pipewith both end threaded &oneend B class socket. |
| 93 | Item No. 3a:- M S SPECIALS providing and errecting ISI mark, B class, M S SPECIALS |
| 94 | Item No. 3a:- 80 mm dia G.I.Bend. providing and errecting ISI mark, B class, 80mm dia G.I.BendwithB class socket(MJP / DSR page no 14 item no pw1-4) |
| 95 | Item No. 3b:- 80 mm dia G.I.Teeproviding and errecting ISI mark, B class, 80mm dia G.I.TeewithB class socket |
| 96 | 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) |
| 97 | 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 : 44 sq mm (motor to panel board). (PWD electrical DSR page no 219 / 12-4-9) |
| 98 | 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) |
| 99 | 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) |
| 100 | Item No.8:- Channel frame.providing, errecting Channel frame (Mjp/ civil/DSR P.no. 39item no.SEC-F 5) |
| 101 | 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) |
| 102 | Item No10:- plywood . providing , errectingplywood19mmthickness fixed to angle frame with necessary material( PWD electrical DSR p. no.113 / 6-1-14) |
| 103 | Item No. 11:- Angle frame.providing , errecting & fabrication ofangle framefor panel support ( PWD electrical CSR p. no. 115 / 6-1-19) |
| 104 | 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) ) |
| 105 | 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 ) |
| 106 | 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) |
| 107 | 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 ) |
| 108 | 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 ) |
| 109 | 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 ) |
| 110 | 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. |
| 111 | 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)15 to 25 HP load 15 to 25 HP load |
| 112 | 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) |
| 113 | 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) |
| 114 | Sub Work Rising Main Providing and supplying in standard lengths ISI mark rigid unplasticised HDPE 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 / M140 mm dia PVC 6Kg / Cm2Pipes |
| 115 | Providng G.I.pipe specials such as coupling,bends,tees,elbows etcomplete. |
| 116 | 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. |
| 117 | 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. |
| 118 | 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. |
| 119 | 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. |
| 120 | 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 |
| 121 | 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. 140 mm dia PVC 6 Kg / Cm2Pipes |
| 122 | Providing 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) 125 mm G.I.Pipe |
| 123 | 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 |
| 124 | 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)125 mm dia for Non Return valve |
| 125 | 1)100 mm dia for Sluice valve |
| 126 | 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 |
| 127 | 2)125 mm dia for Non Sluice valve |
| 128 | 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 |
| 129 | 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.) |
| 130 | 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 |
| 131 | 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 |
| 132 | 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. |
| 133 | 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 |
| 134 | ESTIMATE FOR E.S.R. CAP - 1,30,000 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 1,30,000 Liter |
| 135 | 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) |
| 136 | 100 mm(Outlet) |
| 137 | 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. |
| 138 | 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 |
| 139 | 100 mm dia sluice valve |
| 140 | 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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