Tender For Water Supply Scheme At. Katejawalga Tq.Nilanga Dist Latur
Tender Value
28.42 Lakhs
Estimated cost
Bid Submission
04 May 2022
0 days left
EMD
28426
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
nilanga → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Water Supply Scheme At. Katejawalga Tq.Nilanga Dist Latur
BOQ
| Sl. No. | Item Description |
| 1 | Sub Work No. 1 EX PWS WELL {6.50 X 15.00 M} Item No. 1 :Providing stuctural steel work in single stanchions composed of RSJ, channel, etc, with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete. ISMB 250 x 125 |
| 2 | ITEM NO 2Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. |
| 3 | ITEM NO 3 Providing and fixing M.S. chequerredplate flooring of following thickness supported on M.S. angles (25x25x5 mm in size) including welding, cuttting and fabricating the plates 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. 8 mm thick |
| 4 | ITEM NO 4Taking 150 mm dia Inwell Bore ( Horizontal Bore ) including excavation in Hard Murum,Soft Rock & Hard Rock etc. complete |
| 5 | Sub Work No. 2 EX MREGS WELL 6.00X 15.00 M ITEM NO 1 Providing and casting in situ Cement Concrete of trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering, cenetring, form work compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mis 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). For RCC M-250 grade - slabs / landings / vertical walls / waist slabs / Steps for staircase.Lift0.00 m to 5.00 m(Above G.L ) |
| 6 | ITEM NO 2 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, derawings and schedules; including cutting, bending, hooking the bars binding with wires or tack welding and supporting as required etc. complete. (including cost of binding wire) Tor Steel. |
| 7 | ITEM NO 3 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 three coats of ant-corrosive paintetc complete as directed by Engineer-in-charge. |
| 8 | ITEM NO 4 Providing stuctural steel work in single stanchions composed of RSJ, channel, etc, with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete.ISMB 250 x 125 |
| 9 | ITEM NO 5 Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. |
| 10 | ITEM NO 6Providing and fixing M.S. chequerredplate flooring of following thickness supported on M.S. angles (25x25x5 mm in size) including welding, cuttting and fabricating the plates 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. 8 mm thick |
| 11 | ITEM NO 7Taking 150 mm dia Inwell Bore ( Horizontal Bore ) including excavation in Hard Murum,Soft Rock & Hard Rock etc. complete |
| 12 | SUB WORK NO 3 SWITCH ROOM AT MREGS WELL { 3.00 X 2.50 M }ITEM NO 1 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 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 13 | ITEM NO 2 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. |
| 14 | ITEM NO 3 Providing and laying in situ Cement concrete M-15of trap or granite or quartzite or gneiss metal for foundation and bedding includingdewatering, form work, compacting,roughening them if special finish is to be provided, finishing if required and curing etcetera complete. |
| 15 | ITEM NO 4 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. orTor Reinforcement |
| 16 | ITEM NO 5 Providing and casting in situ Cement Concrete 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 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 of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted ) |
| 17 | ITEM NO 6 Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works 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 C. M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary 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 of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) |
| 18 | ITEM NO 7 Providing second class Burnt Brick masonry with conventional / Indian Standard type bricks in cement mortar 1:6 in plinth as backing with composite masonry including bailing out water manually, striking joints, raking out joints and watering complete. |
| 19 | ITEM NO 8 Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns 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 finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use ofL&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) |
| 20 | ITEM NO 9 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 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. |
| 21 | ITEM NO 10 Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hookingthe bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) |
| 22 | ITEM NO 11 Providing & fixing steel window and door of various sizes as per detailed drawings fabricated from I.S. standerd sections without hot dip zinc coating without /with ventilators including fabrication , glazing with non acetinic / plain / obscured glass panels of approved type and quality of fixtures and fastening without teak wood boxing, and architraves and finishing with one coat of primer complete. with guard bars 12 mm square bar 10 cm . centre to centre |
| 23 | ITEM NO 12 Poviding and fixing in position mild steel door/ window shutters including mild steel angle frame of size 50X 50X 5 mm. for fixing mild steel sheet 24 gauge including welding fixing to frame and all necessary fixtures including electrostatic powder coating etc. complete. |
| 24 | ITEM NO 13 Providing internal cement plaster 6 mm. thick in a single coat in cement morter 1:3 without neeru finish to concrete surface in all positions inculding scffolding and curing complete. |
| 25 | ITEM NO 14 Providing internal cement plaster 12 mm. thick insingle coat in cement morter 1:3 without neeru finish toto concrete or brick surfaces,in all positions inculding scffolding and curing complete. |
| 26 | ITEM NO 15 Providing sand faced plasterexternally in cement motar using approved screened sand, in all positions including base coat 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 6 to8 mm. thick in cement mortar 1:4 finishingthe surface by taking out grains and curing for foureen days scaffolding etc. complete. |
| 27 | ITEM NO 16 Provinding and applying white-wash in Two coat on old/ new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down complete.Refn. :BDP.1A Sr. No. 1026PWD S.S.R.21-22 I.No. 36.03P.No. 167 |
| 28 | ITEM NO 17 Provinding and applying washable oil-bound distemper of approved colour and shade to old and new surface in two coats including scaffolding preparing the surfaces (excluding the primer coat) etc.complete. |
| 29 | ITEM NO 18 Provinding and applying three 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. |
| 30 | ITEM NO 19 Provinding and applying two coats of synthetic enamal paint of appoved colour to new stuctral steel work in building, including scaffolding if necessary, cleaning and preparingthe surface (excluding primer coat ) complete. |
| 31 | ITEM NO 20 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 | Sub Work No. 4 Pumping Machinary AT MREGS Well { 5 HP 1 NOS }Item No1:- 150mm dia Sub pump set.Providing, erecting and giving test of5 HP/ 8 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 |
| 33 | 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) |
| 34 | 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) |
| 35 | 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 pw 1-4) |
| 36 | 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 pw 2-4) |
| 37 | 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) |
| 38 | Item No.5:- Flat flexible sub cableproviding and errectingflat flexible submersible cable with copper conductor 3 core , pvc insulated & pvc sheathed cable wire.size : 4 sq mm(motor to panel board). for 3hp double run(PWD electrical DSR page no 218 / 12-4-9) |
| 39 | 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) |
| 40 | 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) |
| 41 | Item No.8:- Channel frame.providing, errecting Channel frame (Mjp/ civil/DSR P.no. 38 item no.SEC-F 5) |
| 42 | 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) |
| 43 | Item No10:- plywood . providing , errectingplywood19mmthickness fixed to angle frame with necessary material( PWD electrical DSR p. no.112 / 6-1-14) |
| 44 | Item No. 11:- Angle frame.providing , errecting & fabrication ofangle framefor panel support ( PWD electrical CSR p. no. 113 / 6-1-19) |
| 45 | 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) ) |
| 46 | 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 ) |
| 47 | 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 ) |
| 48 | 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 ) |
| 49 | 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 ) |
| 50 | 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 ) |
| 51 | 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) |
| 52 | 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) |
| 53 | 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) |
| 54 | Item No. 21:- RefluxValve 80mm 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) |
| 55 | Item No. 22:- MS bareels for chain pully Providing 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) |
| 56 | 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) |
| 57 | SUB WORK NO 5DRILLING OF NEW BOREWELL 150 MM DIA 60 M DEPTH ITEM NO 1 Drilling of Bore Well.Drilling of 150 mm dia Bore Well. |
| 58 | ITEM NO 2Providing & Erecting of Casing Pipe. Providing and Erecting of 180 mm dia PVC, 6 Kg/sq. cm Casing Pipe suitable for 150 mm dia bore wellwith gorunting as per IS 4985 - 1988. |
| 59 | ITEM NO 3 Giving Yield Test. Giving of Yield testing for successasful bore well. |
| 60 | ITEM NO 4 Providing & Erecting of Bore Cap. Providing andErecting of Bore Cap suitable for 180 mm dia PVC Casing pipe. |
| 61 | Sub Work No. 6 Pumping Machinary ATBORE Well { 5 HP}Item No1:- 150mm dia Sub pump set.Providing, erecting and giving test of5 HP/ 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 |
| 62 | 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) |
| 63 | Item No. 2b :-RefluxValve 50mm dia. providing & errecting in position RefluxValve 80mm dia and class including necessary jointing accessories (flanges, nut, bolts and rubber packing) as per the specification. no 7c) |
| 64 | Item No. 3:- 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 pw 1-4) |
| 65 | 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) |
| 66 | Item No.5:- Flat flexible sub cableproviding and errectingflat flexible submersible cable with copper conductor 3 core , pvc insulated & pvc sheathed cable wire.size : 4 sq mm(motor to panel board). for 3hp double run(PWD electrical DSR page no 218 / 12-4-9) |
| 67 | 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) |
| 68 | 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) |
| 69 | Item No.8:-bore Ms cap. providing, errecting bore cap. |
| 70 | 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) |
| 71 | Item No10:- plywood . providing , errectingplywood19mmthickness fixed to angle frame with necessary material( PWD electrical DSR p. no.112 / 6-1-14) |
| 72 | Item No. 11:- Angle frame.providing , errecting & fabrication ofangle framefor panel support ( PWD electrical CSR p. no. 113 / 6-1-19) |
| 73 | 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) ) |
| 74 | 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 ) |
| 75 | Item No. 14:- 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 ) |
| 76 | Item No. 15:- 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 ) |
| 77 | Item No.16:- 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. |
| 78 | Item No. 17:- 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) |
| 79 | Item No.18:- 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) |
| 80 | Sub Work No.7 : Pure water Rising Main from EX ESR TO PRO ESR90 MM PVC 6 KG/CM2 L 20 M ITEM NO 1 Providing and supplying in standard lengths ISI Mark rigid unplasticised PVC pieps suitable for potable water with solvent cement joints including cost of solvent cement joints invluding cost of couplers, as per IS specification No. 4985/1988excluding GST levied by GOI & GOM in all respect, including transportation freight charges,transit insurance, inspection charges, loading, unloading, conveyance to stores and stacking the same in closed shed duly protected from sun rays and rains etc complete ( with third party inspection)(socketed) 90 mm dia.PVC.6.Kg/Cm2.Pipes. |
| 81 | PVC Specials Tee Bends etc |
| 82 | ITEM NO 2 Providing double flanged Sluice Valves conforming to IS-2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, transportation, etc. complete. N1 80 mm dia.CIDF. Sluice Valve for score |
| 83 | ITEM NO 3 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. |
| 84 | ITEM NO 4 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.Lift - 0.00 To 1.50 M |
| 85 | ITEM NO 5 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 86 | ITEM NO 6 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Lift - 0.00 To 1.50 M |
| 87 | ITEM NO 7 Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift - 0.00 To 1.50 M |
| 88 | ITEM NO 8 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm to 20 cm layers including watering and compaction etc. |
| 89 | ITEM NO 9 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.90MM dia 6kg/cm2 pipes |
| 90 | ITEM NO 10 Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testingfor specified length,including cutting,placing end cap making arrangement for filling safe water using reciprocating tupe pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. 90MM dia 6kg/cm2 pipes |
| 91 | ITEM NO 11 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)A) 80 mm dia.CIDF.Sluice Valve |
| 92 | ITEM NO 12 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavatin, B.B. masonry 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 depth of 0.9 m and 0.35 m for balance depth exceeding 1.2 m)60 x 45 cm size and depth of 0.90 mwith precast RCC slab Cover |
| 93 | ITEM NO 13 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. |
| 94 | ITEM NO 14 Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap / granite / quartzite / gneiss metal for incasing of PVC pipe in cement concrete road including dewatering form work, compacting and curing. finishing etc. complete . |
| 95 | SUBWORK NO 8 RCC ESR30000 LITRS 9 M STAGINGITEM NO 1 Designing (aesthetically), & constructing RCCelevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters center to center including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling, disposing ofthe surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and joining of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories which accessories such as M.S. ladder, C.I. manhole frame and covers water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case form ground level to roof level, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three costs of cement paint to the structure including roof slab and giving satisfactory water tightness test as per I.S. co Notes. |
| 96 | ITEM NO 2 Providing and supplying ISI standard CI double flanged pipes including all taxes ( Central and local ) railway fight, insurance, unloading from railway wagon, loading to truck transport to stores/ site, unloading stacking etc. complete as directed by Engineer-in-charge.i) 100 mm dia (For Inlet& Overflow) |
| 97 | iI)100 mm dia (For Outlet) |
| 98 | ITEM NO 3 Providingand supplying ISI standard CI flanged/ S& S specials excluding GST levied by GIO & GOM in all railway fright, insurance, unloading from railway wagon, loading to truck transport to stores/ site, unloading stacking etc complete as directed as directed by Engineer-in-charge.D/F Specials 80 to 300 mm dia.. |
| 99 | ITEM NO 4 Providing, double flanged Sluice Valves conforming to IS-14846 including worm gear arranegments as per test pressure,stainless steel spindle, caps including inspection charges ,transportation up to departmental store , unloading stacking excluding GST levied by GOI & GOMin all respect etc. complete . Sluice valves Without bypass arrangement- PN-1 i} 100 mm dia |
| 100 | ii) 100 mm dia |
| 101 | SUBWORK NO 9 INTERCONNECTION TO EX SYSTEMPVC 4 kg /cm2 L 25 M ITEM NO 1 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.4.Kg/Cm2.Pipes. |
| 102 | PVC Specials Tee Bends etc |
| 103 | ITEM NO 2 Providing, double flanged Sluice Valves conforming to IS-14846 including worm gear arranegments as per test pressure,stainless steel spindle, caps including inspection charges ,transportation up to departmental store,unloading stacking excluding GST levied by GOI & GOMin all respect etc. complete . Sluice valves Without bypass arrangement- PN-180 mm dia.Sluice Valves |
| 104 | ITEM NO 3 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. |
| 105 | ITEM NO 4 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.Lift 0 to 1.5 m |
| 106 | ITEM NO 5 Excavation for foundation / pipe trenches in hard murum and Boulder W.B.M road 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.Lift 0 to 1.5 m |
| 107 | ITEM NO 6 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 m |
| 108 | ITEM NO 7 Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. . Lift 0 to 1.5 m. |
| 109 | ITEM NO 8 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm to 20 cm layers including watering and compaction etc. |
| 110 | ITEM NO 9 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.4.Kg/Cm2.Pipes. |
| 111 | ITEM NO 10 Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testingfor specified length,including cutting,placing end cap making arrangement for filling safe water using reciprocating tupe pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.90 mm dia.PVC.4.Kg/Cm2.Pipes. |
| 112 | ITEM NO 11 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.Sluice Valves |
| 113 | ITEM NO 12Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavatin, B.B. masonry 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 depth of 0.9 m and 0.35 m for balance depth exceeding 1.2 m) |
| 114 | ITEM NO 13 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. |
| 115 | ITEM NO 14 Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in charge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores.) 80 MM |
| 116 | Sub. No.10Trial and Run Iteam No. 1 : Commissioning running and maintaining the scheme to quantites,rated capacity,including manning necessary personnel such as operator, valveman etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP/Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer - in - charge.Note :- Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department.A) For single village. ( Three Months ) |
| 117 | GST 12 % (As per Actual Work done) |
AI Tender Summary
Tender Timeline
Apr 26, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMay 04, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 05, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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