Water Supply Scheme At.Yeori Tq.Jalkot Dist.Latur.
Tender Value
56.53 Lakhs
Estimated cost
Bid Submission
04 May 2022
0 days left
EMD
56532
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.Yeori Tq.Jalkot Dist.Latur.
BOQ
| Sl. No. | Item Description |
| 1 | Subwork no 1 Item No. 1 :Taking trial bore (Core Bore Sampling)by Callyx machine with TCT/NX bits to gather undisturbed strata samples forinvestigation in all types of strata, soft soil, murum, hard murum with boulders, softrock, hard rock and quartzite, etc. The item includes all hire and running cost ofCallyx machine, conveying all materials to site of work excluding conveyance ofcallyx machine and back sampling all over burden strata in glass jar and coresamples serially numbered at site in a wooden core box, samples to be taken at1.0 M interval and conveying to the place as directed by Engineer-in-charge. Thediameter of bore in overburden shall be 100 mm and of NX size (50 mm) in otherstrata. The item shall also include M.S. casing pipe of 2.5 mm thick plate inoverburden only and shall be 1.0 M above GL with cap over it.a) Inoverburden |
| 2 | b) In a Weathered rock with boulders |
| 3 | c) In Weathered rock / Soft Rock |
| 4 | d) In Hard Rock Other than quartzite |
| 5 | Subwork no 2 proposed wellItem 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. For Head Works on Nalla or Any other site of GSDA for initial lift of 0 to 1.5 M |
| 6 | b) Lift 1.50 to 3.0 mtr. |
| 7 | c) Lift 3.00 to 4.50 mtr. |
| 8 | d) Lift 4.5 to 6.00 m |
| 9 | Item No. 2 : Excavation in general in hard material comprising of soft rockl, hard rock, manjara rock etc by blasting/ controled blasting,chseling as required in wet or dry conditionfor Head Works i.e. Intake well, connecting pipe, Jack well, pump house, supply well, etc for lift 0 to 1.5 m and lead of 150 M including barricading gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, etc. complete excluding refilling. For Head Works on river or dam sub mergence for initial lift of 0 to 1.5 M e) Lift 4.50 to 6.00 m |
| 10 | f) Lift 6.00 to 7.50 m |
| 11 | f) Lift 7.5 to 9.00 m |
| 12 | g) Lift 9.00 to 10.50 m. |
| 13 | h) Lift 10.50 to 12.00m. |
| 14 | i) Lift 12.00 to 13.50 m |
| 15 | j) Lift 13.50 to 15.00 m |
| 16 | k) Lift 15.00 to 16.50 m |
| 17 | l) Lift 16.5 to 18.00 m |
| 18 | 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 with initial lift of 1.5 m. below / above ground level. PCC for levelling course.( M - 150 )Lift 5.00 to 10.00 |
| 19 | 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, Rajshree, etc cement is permitted. Excluding M.S. or Tor reinforcement) For RCC M-200 Beams / Braces / Lintels Ring Beam leadge level ( M -300 )Lift 5.00 to 10.00 |
| 20 | 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 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-300 grade - slabs / landings / vertical walls / waist slabs / Steps for staircase.Staining wall of Percolation well ( M - 300 ) Lift0.00 m to 5.00 m(Above G.L ) |
| 21 | Lift0.00 m to 5.00 m(Below G.L ) |
| 22 | Lift5.00 m to 10.00 m |
| 23 | Item No. 6: 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.Tor Steel lift 0 m to 5 m |
| 24 | lift 5 to 10 m |
| 25 | Item No. 7 : Providing, and fixing 80 mm dia P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts etc. complete with all leads and lifts. |
| 26 | Item No. 8 :Item No. 8 : 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. |
| 27 | Item No. 9: Providing and filling around the well boulder filling of selected variety and size of boulders including cost of allmaterials, labour, transportation, etc complete with all leads and lifts. |
| 28 | Item No. 10: 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 |
| 29 | Item No. 11: Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour fuel) etc. complete. |
| 30 | Item No. 12: 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. |
| 31 | Item No. 13: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. |
| 32 | Item No. 14: Carrying out recuperation / yeild test for ascerting the discharge of constructed well / excavated profile as direrted 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 design of W.S. scheme shall be recorded prior. to the test including cost of all materials.overhead,labours etc. completed 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. |
| 33 | Item No. 15: 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. |
| 34 | Subwork no 3 - PWS WELLItem No. 1 : Excavation in general in hard material comprising of soft rockl, hard rock, manjara rock etc by blasting/ controled blasting,chseling as required in wet or dry conditionfor Head Works i.e. Intake well, connecting pipe, Jack well, pump house, supply well, etc for lift 0 to 1.5 m and lead of 150 M including barricading gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, etc. complete excluding refilling. For Head Works on river or damr initial lift of 0 to 1.5 M e) Lift 15.00 to 16.50 m |
| 35 | l) Lift 16.5 to 18.00 m |
| 36 | Item No. 2: Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour fuel) etc. complete. |
| 37 | Item No. 3: Desilting the supply well, Intake well/ Head work, sump of water supply /sewerage work in wet or dry condition including lift up to 9.0 m.and lead up to 150 m. As required beyond the work site staking, spreading including necessary guarding etc. complete as directed by engineer in chargeLift 12.00 to 13.50 m |
| 38 | g) Lift 13.50 to 15.00 m. |
| 39 | Item No. 4 : Taking Inwell Bore ( Horizontal Bore )150 mm dia excavation in Hard Murum,Soft Rock & 115 mm diaexcavation in Hard Rock etc. complete. |
| 40 | Subwork no 4 Switch room Item No - 01 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. |
| 41 | Item No - 02 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. |
| 42 | Item No - 03 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. |
| 43 | Item No - 04 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 |
| 44 | Item No - 05 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 ) |
| 45 | Item No - 06 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.) |
| 46 | Item No - 07 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. |
| 47 | Item No - 08 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 .) |
| 48 | Item No - 09 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. |
| 49 | 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. Tor Steelcomplete.(including cost of binding wire) |
| 50 | 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. PWD S.S.R. I.NO. 1137/39.20 P.No.309 DOOR & Windows |
| 51 | Providing 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.DOOR & WindowsPWD S.S.R.21-22 I.No. 1152/39.35P.No. 182 |
| 52 | 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.Internal cement plasterRefn. :Bd.L.1 Sr. No. 882PWD S.S.R.21-22 I.No. 32.02P.No. 153 |
| 53 | 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.Refn. :Bd.L.2B Sr. No. 885PWD S.S.R.21-22 I.No. 32.05P.No. 153 |
| 54 | 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.sand faced plasterexternallyRefn. :Bd.L.7 Sr. No. 891PWD S.S.R. 21-22 I.No. 32.11P.No. 153 |
| 55 | 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 |
| 56 | 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.Sr. No. 1034PWD S.S.R.21-22 I.No. 36.11P.No 167 |
| 57 | 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.Sr. No. 1013PWD S.S.R.21-22 I.No. 35.15P.No. 165 |
| 58 | 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.Refn. :BDO.5 Sr. No. 1005PWD S.S.R.21-22 I.No. 35.07P.No. 164 |
| 59 | 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.(MJP DSR 2021-22, Sr. No.15, P.No. 45 ) |
| 60 | Subwork no 5 -3.00 BHP PUMPING MACHINARYItem No1:- 150mm dia Sub pump set.Providing, erecting and giving test of3.00 HP/ upto12 Stage 150 mm dia Sub pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump sheel be suitable for various delivery head and discharge with stainless steelshaft. Motor suitable for working on 415(+/-)10% volt 3 ph 50 c/s a.c. supply ,thrust corban bearing with stand entire hy .thrust. pump set shall be direct coupling with suitable strainer .pump should havesuitable discharge out late as per manufacture design .antithrust stream lined non return valve shallbe provided with pump 3mtr submersible copper conductor cable in single /double run, two pairs erection clamp 32 mm wx10mm thickshall be provided with pump. |
| 61 | 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. |
| 62 | Item No. 2b :-M.S.Special.providing and errecting M.S.Special for various diameter of pipe |
| 63 | Item No. 3a:- 50 mm dia G.I.Bend. providing and errecting ISI mark, B class, 50mm dia G.I.BendwithB class socket |
| 64 | Item No. 3b:- 50 mm dia G.I.Teeproviding and errecting ISI mark, B class, 50mm dia G.I.TeewithB class socket |
| 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. |
| 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 |
| 67 | Item No.6:- Armoured cable.providing and errectingAluminium conductor, XLPE / PVC insulated Armoured cable 3.5 or 4core cable size 16 sq mm |
| 68 | Item No7:- C.I. flanges. providing and errecting ISI mark,75/80 mm dia C.I. flanges with nut ,bolt &washer |
| 69 | Item No.8:- Channel frame.providing, errecting Channel frame |
| 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 |
| 71 | Item No10:- plywood . providing , errectingplywood19mmthickness fixed to angle frame with necessary material |
| 72 | Item No. 11:- Angle frame.providing , errecting & fabrication ofangle framefor panel support |
| 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 |
| 74 | Item No. 13:- Triple Pole Switch. providing , errectingtriple pole iron clad /metal cladswitch& fuse32Amp 415/500 volt. |
| 75 | Item No. 14:- Change overSwitch. providing , errectingChange overSwitch. clad /metal clad four pole40 Amp 415/500 volt. |
| 76 | Item No. 15:- Volt meter. providing & errectinganalog type moving iron Voltmeterfor ACvoltage 0 to 500 volt range,50 c/s, flash type. |
| 77 | Item No. 16:- Ammeter. providing & errecting analog type moving iron Ammeterfor ACcurrent o to 30 Amp, directrange, 500 volt, 50 c/s flash type. |
| 78 | 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. |
| 79 | 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. |
| 80 | 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 |
| 81 | 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. |
| 82 | 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. |
| 83 | Item No. 22:- MS bareels for chain pully Providing and supplying ISI standard MS specials of required thickness with 3 coats ofapproved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete. MS barrels (pipe pieces) locally manufactured (for small quantities) |
| 84 | 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. |
| 85 | subwork no 6 Pure Water Rising Main from Ex.Well To ESR (90 mm.PVC.6 kg/cm2.L =490m) 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 PVC Pipes- 6Kg/Sqm |
| 86 | PVC Specials Tee Bends etc |
| 87 | ProvidingISI mark G.I.pipe of following class and diameter including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete as directed by Engineer- In - Incharge. 80 mm dia.Class-Medium Pipes. For Nalla |
| 88 | Item No. 3 :Providing and supplying ISI mark CID/F ruflex valves (non return valves) of following dia including all taxes (central and local), railway freight, inspection charges unloading from railway wagon loading into truck transporatation up to departmental stores/ site, unloading, stacking etc complete. Without bypass arrangement- PN-1.6 80 mm dia for non return valve |
| 89 | Item No. 4 : 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. PN-1.80mm dia CIDF sluice valve |
| 90 | Providing and supplying Air Valves as per IS-14845-2000 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, unloading and stacking excluding GST levied by GOI & GOM in all respects etc. complete. 25 mm dia single ball air valve |
| 91 | 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.CID/F Tee for Air Valve ( 100 x 80 mm ) a) D/F Specials ( 80 to 300 mm dia.) |
| 92 | 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. Lift - 0.00 To 1.50 M |
| 93 | 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 |
| 94 | 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 - 0.00 To 1.50 M |
| 95 | 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 1.5m |
| 96 | 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 1.5m |
| 97 | 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.Murum Bedding |
| 98 | 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 PVC Pipes- 6Kg/Sqm. J- |
| 99 | 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 PVC Pipes- 6Kg/Sqm. |
| 100 | Lowering, laying and jointing ISI mark G.I.pipe of following class and diameter including all local and central taxes, octroi, inspection Charges, transportation to stosre, etc. complete .80 mm dia.Class-Medium Pipes. For Nalla |
| 101 | Hydraulic testing of G.I 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.. 80 mm dia.Class-Medium Pipes. For Nalla |
| 102 | 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 / NRV Valve |
| 103 | Providing and fixing in position air valve shaft including providing and fixing GI mediam class of 6 mm thick MS pipe shaft 2.70 m long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including incasing of vertical shaft in PCC M-150 as shown in type desine together with providing and making flanged joints wherever required and fixing of air valve over the shaft in excluding cost of air valve and branched air valve tee etc complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines ( type design attached ) foundation on murum and harder strata.A) Foundation in murum and harder strata Upto 150 mm dia. |
| 104 | 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 |
| 105 | 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. |
| 106 | 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 .Cement Concretefor Encasing of PVC pipe |
| 107 | SUBWORK NO 7- INTERCONNECTION 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.4.Kg/Cm2.Pipes. |
| 108 | PVC Specials Tee Bends etc |
| 109 | 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. PN 1A) 100 mm dia.CIDF. Sluice Valve for score |
| 110 | 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. |
| 111 | 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 |
| 112 | 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 1.5m |
| 113 | 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 1.5m |
| 114 | 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 1.5m |
| 115 | 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. |
| 116 | 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 |
| 117 | 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 |
| 118 | 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) 100mm dia |
| 119 | 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 *45 |
| 120 | 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. |
| 121 | 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. |
| 122 | subwork no 8RCC ESR i) ESR Capacity - 33000 Litrs.Staging -12.0 M.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 |
| 123 | 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) 80 mm dia (For Inlet& Overflow) |
| 124 | iI) 100 mm dia (For Outlet) |
| 125 | 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.i) 80 to 300 mm dia.. |
| 126 | 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-1i) 80 mm dia |
| 127 | ii) 100 mm dia |
| 128 | subwork no 9- ESTIMATE FOR TRIAL RUNCommissioning 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.A) For single village. ( Three Months )Note :- Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department. |
| 129 | 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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