Shelave Kh Tal. Parola Dist. Jalgaon Piped Water Supply Scheme Under Jal Jeevan Mission
Tender Value
49.15 Lakhs
Estimated cost
Bid Submission
29 Jun 2022
0 days left
EMD
49153
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
jalgaon → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Shelave Kh Tal. Parola Dist. Jalgaon Piped Water Supply Scheme Under Jal Jeevan Mission
BOQ
| Sl. No. | Item Description |
| 1 | DEEPENONG OF PRODUCTION WELLItem No. 1:-Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required 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 baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. For Head Works on river or dam submergence Lift 10.50 to 12.00 m |
| 2 | Lift 12.0 to 13.50 m |
| 3 | Lift13.50 to 15.00 M. |
| 4 | Lift15.00 to 16.50 M. |
| 5 | Lift16.50 to 18.00 M. |
| 6 | Item No. 2:- 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. |
| 7 | Item No. 3:- Providing and fixing M.S. chaquerred plate flooring of following thickness 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 Engineer-in-charge.6 mm Tk. |
| 8 | Item No. 4:- Providing and filling around the well boulders filling of selected variety and size of boulders including cost of all materials, labour, transportation, etc. complete with all leads and lifts. |
| 9 | Item No. 05:- Dewatering the excavated 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. |
| 10 | Item No. 6:- 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.Less than 25000 Lit/hr. |
| 11 | Item No. 7:- Taking Horizontal bore with transportation of machinery in soil or hard strata of wet drilling work and all other charges |
| 12 | SWITCH ROOM Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft 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 foundationetc complete. |
| 13 | Item No.-2 Providing and laying in situ cement concrete M-10 /1:3:6 of trap/granite/quartzite/gneiss metal for foundation and bedding including bailing-out water manually formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc complete. |
| 14 | Item No.-3- Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC work below foundation and footing including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete. PCC M150 |
| 15 | Item No.-4a 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,plywood 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.) RCC M 200 for Footing |
| 16 | Item No.-4b 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, plywood form work,bully/steel prop ups, 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 )RCC M 200 for column |
| 17 | Item No.-4c 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, ,plywood form work,bully/steel prop ups 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.)RCC M 200 Beams, Lintels |
| 18 | Item No.-4d 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, plywood form work,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .)RCC M 200Slabs |
| 19 | Item No.-5 Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete. |
| 20 | Item No.-6 Providing Bricks masonry in cement mortar 1:6 using Second class burnt bricks in superstructure including striking joints, raking out joints, watering and scaffolding complete.For Plinth |
| 21 | For Superstructure |
| 22 | Item No.-7 Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, 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) |
| 23 | Item No.-8 Providing rough cast cement plaster externally in two coats to concrete,brick or stone masonry surfaces inall positions with base coat of 12to15mm thick in C.M.1:4 and rough cast treatment 12mm thick in proportion 1:1 1/2:3 including scaffolding and fourteen days curing complete. Bd.L.8 Page Number 370 |
| 24 | Item No.-9 Providing internal cement plaster 20mm. thick in single coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete. Spec. No. : Bd.L.4 Page No. 368 |
| 25 | Item No.-10 Providing and fixing solid core flush door commercial in single leaf 35mm thick without ventilator commercial type of exterior grade as per detailed drawing including non teak seasoned wood door frame 60mm x 100mm with wrought iron hold fast, on both sides and finishing with oil paint three coats complete.As directed by Engineer in charge.a) With Aluminum oxidized fixtures & fastening |
| 26 | Item No.-11 Providing and fixing steel window of various sizes as per detailed drawings fabricated from IS standard sections without hot dip zinc coating without / with ventilator including fabrication, glazing with non-acentinic / 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 with guard bars 12mm square bar 10cm center to center.Bd.T.53 Page No.509. |
| 27 | Item No.-12 Providing and laying polished Shahabad Stoneflooring 25mm to 30mm thick and of required width in plain / diamond pattern on a bed of 1:6 C.M. including cement float, filling joints, with neat cement slurry, curing, polishing and cleaning complete. Spec. No. : Bd.M.3 Page No. 380 |
| 28 | Item No.-13 Providing and applying white-wash in two coats on old/ new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing & brooming down complete. |
| 29 | Item No.-14 Providing and applying two coats Apex Ultima Puranature Anti-Pollution Or equivalent approved brand, paint should decomposes organic substances and inorganic gases(NOx, VOC‘s, CO, SOx, formaldehydes, etc.) in presence of natural or artificial light. It contains Graphene and nanoparticles of titanium oxide. and Absorbs CO2 (4.8 Kilogram/15 l). plaster crack should be filled by Acrylic base Crack seal/Textured Crack filler, Paint has to applied on one coat of Apex Ultima Puranature Anti-Pollution Primer or Equivalent. Warranty Should be given by the Manufaturer The work should be done by the Manufacturer Recommended applicator and he should be able to furnish stage wise onsite technical reports from the concerned company technologist. |
| 30 | Item No.-15 Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) complete. |
| 31 | ESR ABSTRACTRCC ESR CAP 25000 LITR STG HT 12.00MItem.No.1 :- Designing(aesthetically),and constructingRCC elevated servicereservoirsoffollowingcapacitywithRCCstaging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for E.S.R.having capacity500 m3¬more than 6 m c/cfor E.S.R.havingcapacity above500m3includingexcavationin alltypesofstrata,foundationconcret,cementplasterwith waterproofingcompoundto theinsidefaceofthecontainerincluding refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material chargesincluding lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet,washout,overflowandbypassarrangementsasper departmental design.providingandfixingaccessoriessuchasStainlesssteel ladder inside and M.S. ladder with G.I. railingoutside, C. I. manholeframeandcoverswaterlevel indicatiors,lightening conductor,G.I.piperailingaroundwalkwayandtopslab, providingspiralstairecasefromgroundleveltorooflevel, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing andapplyingthreecoatsofacrylicemulsionwithsilicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for undergroundpartsofthestructuresandgivingsatisfactory watertightnesstestasperI.S.code,Thejobtoinclude paintingthenameoftheschemeandotherdetailsonthe reservoir as per the directions of Engineer-in-charge.Notes:1. The design of the structure be in accordance with relevent(I.S.3370 - 1965 or revised)2. The design shall satisfy the stipulation as per IS 1893-1984and I.S. 13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks.3.Fordesignhavingmorethan6columns,Providingof internal bracing is obligatory,. External bracking is alsoobligatory.4.. The entire structure shall be in M 300 mix only.5. Plain round mild steel bars grade - I confirming to I.S,432 Part-IorhighyieldstrenghdeformedbarsconfirmingtoI.S. 1786 or I.S. 1139 shall be used, grade-II mild steel barswillnot be allowed.6.Irrespectiveofthetypeoffoundationproposedinthedesign, one set of bracing be provided at the gound level.7. These rates include providing, M.S. ladder for E.S.R\"s upto2 lakhs liters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity.8. Stagging shall have to be designed with stresses of M-250 for ESR. However all RCC construction should be done in M-3009. These rates are including the cost of uplift pressure if any andentiredewateringduringexecution.Incaseofwater loggingareawherewaterisstruckatshallowdepthextra provision of dewatering shall be made as per site condition.10.AllconditiongivenintheMemberSecretary\"sCircular No.MJP/TS-I/350/1668dt.2.8.97andMJP/S-I/350/2127dt.13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below.11..75%partrateshallbepayableforreinforcedcocnrete andplasteringitemsofcontainersofE.S.R.tillsatisfactory hydraulic testing for water tightness is given ; and till that workshall be treated as incomplete.12.The rates indicated in the table are excluding the cost of pipes,specialsandvalvesrequiredforinlet,outletwashout overflowand by-pass arrangement.The scope of work, howeverinclueds cost of erecting, laying and jointing of pipes andvalvewsincludingcostofjointingmaterialsupto5Mbeyond outer face of outermost column.13.ForESRupto500cumcapacityC.I.D.doubleflanged pipes upto 300mm dia shall be provided and C.I.Specials shall beused.ForESRabove500cumcapacityC.I./M.S.pipes assemblywithminimum8mmthicknessupto500mmdia. And minimum 10mm thickness above 500mm dia can be used withproperanti-corrosiveepoxyteratmentfrominsideand outside.14.Below mentioned rates are for foundation, with individuals footing with bearing capacity of 30 tonnes per square metre. Forraft foundations, theseratesshall be increased by 7.5% wheresafebearing capacity ( SBC) is 5 M.T. per Sq.m and by 5% where SBC is more than 5 MT/Sqm. and upto 10MT/Sq.m. This percentage of 5% or 7,5% is applicable for estimation of amount of L.S. items ESR for Extra item due to change from individual footing foundation to raft actual increase in concrete and steel quantities be paid as per relevent DSR Item.15.The rates shall be increase by 30% for brearing piles upto depth of 10m and for further increased in depth by 5M each it shall be increased by another 10% These rates are applicable whereraft isnot reasiblefor pile foundation sulfateresistant cementshallonly beused.Singlepileforthecolumnisnot permittedGroupofpilesshallbedesignedwithpilecapforeach column of ESR.16.These ratesareapplicableforstagingheightof12M Theseratesshallbeincreasedordecreasedforpermetre variation in the staging height as below12 to 16 M staging 2% permetre16 to 20m staging 3% per meter20 M and abovd - 4% per metreI.e. for 17m stagging heightpercentage calculation will be like below12 to16m= 4 x 2 = 8%16 to 17 m x 1 x 3= 3%Total = 11 %For 21 m stagging heightPercentage calculation will be like below12 to 16m= 4 x 2 = 8%16 to 20m = 4 x 3= 12%20 to 21m = 1 x 4= 4%Total = 24%17. Following rates are for seismic zone-III for Zone-IV these ratesshallbeincreasedby5%andforZone-II,theserates shall be decreased by 5% concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones planbeforeestimationandadoptappropriateratesasper actual seismic zones( Seismic maps attached in this C.S.R.)Note:-1)ConditinfromSr.No.1to11shallformapartand parcel of the tender papers and shall be included in the DTP for works of R.C.C.E.S.R.Note:-2) Conditionfrom Sr.No.12to 17areforestimation purpose only and shall not be appear in the tender.Cost of 35,000 litres capacity 12 m stage height ESRAdd for raft foundation 7.5 % Net Total Cost of 25000 litres capacity 12 m stg. height ESR |
| 32 | Item No. 2:- Providing and supplying ISI standard welded CI doubleflanged pipe excluding GST levied by GOI & GOM in allrespect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe)125 mm Pipe |
| 33 | 150mm Pipe |
| 34 | 80 mm dia. D/F Sl. ValvePN 1.0 |
| 35 | 150mm dia D/F SI Valve PN 1.0 |
| 36 | Item No. 4:- Providing and supplying ISI standard C. I. specials & fittingwith sealing rubber gasket of S.B.R,complete withcast iron follower gland and M. S. nut bolts coated orotherwise protected from rusting and suitable for D.I.pipesincluding cost of labour, materials, and transportation to stores, loading and unloading excluding GST levied by GOI & GOM in all respect etc. complete as per IS-9523. |
| 37 | RAISING MAINItem No. 1:-Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.125mm HDPE 6 kg pipe |
| 38 | Item No. 2A:-Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all taxes transportation etc complete. Sluice valves PN - 1 -- 125 mm dia. |
| 39 | Sluice valves PN - 1--80 mm dia. |
| 40 | Item No. 2C:-Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) 125 mm NRV |
| 41 | Item No.3:-Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approvedmake and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportationupto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete.Air Valve Single Ball Flanged / ScrewedType - PN -125mm Dia. |
| 42 | Item No. 4:-Providing at site of works HDPE specials suitable for above pipes including cost of all taxes, freight charges, octroi, loading, unloading and conveyance to Deptt.store etc. complete.1% of Cost of pipes |
| 43 | Item No. 5:- 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. |
| 44 | Item No.6:- Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 45 | Item No.7:- Excavation for foundation / pipe trenchesin soft rock and old cement and lime masonry foundition asphalt road including removing the excavated material upto a distance of 50 M 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. |
| 46 | Item No.8:- 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. |
| 47 | Item No.9:- Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.For murrum bedding |
| 48 | Item No. 10:-Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II For all classes. all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint). 125mm HDPE 6 kg pipe |
| 49 | Item No. 11:-Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type 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..125mm HDPE 6 kg pipe |
| 50 | Item No. 12:- Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and excluding hydraulic testing etc. complete. (Rate for all class of valves.) Sluice valves PN - 1 -- 125 mm dia. |
| 51 | Sluice valves, PN - 1-- 80 mm dia. |
| 52 | Item No. 14:- Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.Size 90 x 45 x 120 cm. |
| 53 | Item No. 15:- Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete.PCC (1:2:4) ie M - 150 |
| 54 | Item No. 16:- Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 55 | Item No. 17:- Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. 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 encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged 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.)Pipe dia. upto 150 mm dia |
| 56 | PUMPING MACHINARYItem No. 1:- Providing erecting and giving test of submersible pump set confirming to IS. 8034 and motor confirming to I.S. 9283 with water proof binding pump shall be suitable for various delivery head and discharge with stainless steel shaft motor suitable for working on 41510%3 ph 50 Hz A.C. supply with cable gurad thrust carbon fiber bearing to with stand entire hydrulic thrust .the pump set shall be suitable for direct coupling with suitable saction stainer pump should have suitable discharge outlet as per manufacture design antithrust stream non retun valve shall be provided with the pump 3 m submersible copper conductor cable in single / double run 2 pair of erection clamp 65 mm width 10 mm thick shall be provided with each pump Submersible pump 7.5 HP with errection |
| 57 | Submersible pump 7.5 HP with errection |
| 58 | Item No. 3: - Supplying and erecting Flat flexible submersible cable with copper conductor PVC insulated and PVC sheathred 1 x 3 x 4 sqm |
| 59 | B) Providing and erecting P.V.C. armoud cable 1100V grade with ISI mark3.5 core Solid / standard aluminium conductor with 6 mm thick 25 mm width m.s.. Spacer with G.I. Earth wire 6 Sq. mm complete erected onwall / on Pole with 25 X 3mm M.S. Clamp in provided trench in an approved manner 4 Core 10 Sq. mm |
| 60 | Item No. 4:- Supplying and erecting G.I. Pipe \"B\"in position for suction and delivery for submersible pump including pumbing with socket and necessary material65 mm. Dia |
| 61 | Item No. 5:- Providing and erecting presure gauge of required capacity complete with syptio tube isolating cock suitable for 12 mm dia G.I. Pipe pressure gauge shall be installed as directed with tapping on rising main100 mm. Dia |
| 62 | Item No. 6:- Providing ISI mark G.I. Pipe of following class and dia including all local and central taxs octrai inspection charges transporatation to store etc… complete medium 15 mm. Medium Providing L.L joint |
| 63 | Item No. 7 :- Providing and supplying G.I. special at site including all taxes (central & Local )RailwayFright Insurances on loading from Railway wagon Loading Truck Transport to store/site unloading etc.. Comp. As directed by Engineer in Charge |
| 64 | Item No. 8:- Providing and supplying ISI mark C.I. D/F reflux valve (non return valves) of following dia including all taxes (central and local) railway freight inspection charges loading unloading from railway wagon transportation upto departement store etc. complete IS 5312 (1984) 65 mm dia P.N. 1with fixing |
| 65 | Item No. 9:- Providing and supplying ISI mark C.I.D.F sluice valve of following dia including all taxes (central and local railway freight inspection entries unloading from railway wagon loading into truck transportation upto departmental store/site unloading stacking etc. complete. 65 mm dia P.N. 1with fixing on delivery side ( 4966+1251) |
| 66 | Item No. 10 :- Providing and making flaged Joint to flange, C.I. Pipes / M.I. Pipes and specials of all classing including cost of jointing material rubber packing nut bolts labour charges hydrulic testing etc. complete80 mm dia Joint |
| 67 | Item No. 11 :- Supplying and erecting Galvanized cast iron earth plate 60 X 60 X 0.6 cm buried specially preposed earth pt[top edge of plate 1.5 m below ground refilling with 30 kg chorcoal and salt in alleviate layers neccessory length of double G.I. earth strip connected to the plate G.I. nuts bolt 12 mm dia iwth Bituminous compound and connected to nearest switch gear with end socket as per directed supplying and erecting 19m dia ventical G.I. pipe 1.5 m long with funner and mesh at top included in the scope of work. |
| 68 | Item No. 12:- Providing and supplying internal elactrification to switch room etc. comp. |
| 69 | Item No. 13:- Providing and fixing wall mounting type name board duly painted all details of pumping machinery make, model frame no. DR no. Date of installation commissioning manufacture year agoncy name aggrement no details of G.I. Shal 18 gauge of required size duly painted with red oxide and enamus paint for dispaying the above details board shall be provided with suitable T.W. bottom back side name board |
| 70 | Item No. 14:-Providing tools with tool boxetc complete |
| 71 | DISTRIBUTION Item No. 1:-Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 including all local and central taxes, transportation, freight 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. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). 75mm PVC 4kg |
| 72 | Item No. 2:-Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all taxes transportation etc complete. Sluice valves PN - 1 --80 mm dia. |
| 73 | Item No. 3:- Providing at site of works PVC.specials suitable for above pipes including cost of all taxes, freight charges, octroi, loading, unloading and conveyance to Deptt.store etc. complete.10% of Cost of pipes |
| 74 | Item No. 4:- 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. |
| 75 | Item No.5:- Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 76 | Item No.6:- Excavation for foundation / pipe trenches by blasting in soft rock and old cement and lime masonry foundition asphalt road including removing the excavated material upto a distance of 50 M 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 | Item No.7:- Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.For murrum bedding |
| 78 | Item No. 8:- Lowering, laying and jointing with P.V.C. 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, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint).75mm PVC 4kg |
| 79 | Item No.9:- Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type 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. 75mm PVC 4kg |
| 80 | Item No. 10:- Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and excluding hydraulic testing etc. complete. (Rate for all class of valves.) Sluice valves PN - 1 --80 mm dia. |
| 81 | Item No. 11:- Giving satisfactory hydraulic testing of following C.I. D / F Reflex valves, Butterfly valves and Sluice valves. Sluice valves PN - 1 --80 mm dia. |
| 82 | Item No. 12:- Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.Size 90 x 45 x 120 cm. |
| 83 | Item No. 13:- Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.100 mm x 225 mm (20 kg) |
| 84 | Item No. 14:- Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete.PCC (1:2:4) ie M - 150 |
| 85 | Item No. 15:- Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 86 | TRAIL RUNItem No. 1:- Commisioning 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. Trial Run For 1 months |
| 87 | Cost of electricity (as per M&R statement) |
| 88 | Cost of TCL (as per M&R statement) |
| 89 | Item no. 2Providing and fixing board displaying information, such as \"Nameofwork, Tendercost, Name of Contractor, Work completion and liability period etc\" ,having rectangular shape of 1.20m x 0.90m size made out 18gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on backside and border /messages /symbol setc. with approved colour shade paint complete, on M.S. angle of size 35 x 35x 3mm frame with properly cross braced M.S. angle sof size 35mm x35mm x3mm duly painted including Two M.S. angle iron posts of size 65mm x65mm x6mm, 3.65m long painted with alternate black and white band sof 25cm width including all fixtures etc. and fixing the board sin 1:4:8 concrete block of size 60cmx 60cmx 75cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge |
AI Tender Summary
Tender Timeline
Jun 22, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJun 29, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 30, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender