Tender For Piped Water Supply Scheme At - Nawandhe Tal - Khalapur Dist - Riagad (Jal Jeevan Mission) 3Rd Call
Tender Value
1.01 Crore
Estimated cost
Bid Submission
23 Jan 2023
0 days left
EMD
1.01 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
khalapur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Piped Water Supply Scheme At - Nawandhe Tal - Khalapur Dist - Riagad ( Jal Jeevan Mission ) 3Rd Call
BOQ
| Sl. No. | Item Description |
| 1 | RCC WELL Item No. 1: Excavation in general in soft material comprising of soft soil, soft murum, sand,hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge, etc. complete excluding refilling.Lift 0.00 M to 1.50 m |
| 2 | Lift 1.50 M to 3.00 m |
| 3 | Lift 3.00 M to 4.50 m |
| 4 | Lift 4.50 M to 6.00 m |
| 5 | Item No. 2: 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 barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge, excluding refilling.Lift 6.00 M to 7.50 m |
| 6 | Lift 7.50 M to 9.00 m |
| 7 | Lift 9.00 M to 10.50 m |
| 8 | Lift 10.50 M to 12.00 m |
| 9 | Lift 12.00 M to 13.50 m |
| 10 | Lift 13.50 M to 14.00 m |
| 11 | Item No. 3: Providing and laying in situ Cement concrete in proporation .... of trap metal for foundation and bedding, including balling out water manually, formwork, compacting and curing etc. complete.P.C.C 1:2:4 ( M-15 ) |
| 12 | Item No. 4: Providing & costing inconstructingin situ. C.C of trap granite/ quartzite / gneiss/ metal of approved quality of R.C.C. work as per detailed drawing & design or as directed by Engg. in charge including dewatering , ceterind from work,compacting, finishingthe formed surface withC.M. 1:3 of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if spetial finish is to be provided & curing etc. complete. ( By weight batching & mix design for M-250 & M-300 only use of L&T, ACC Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S or Tor reinforcement in R.C.C. M-250grade.1) R.C.C. M-250 for Beam |
| 13 | 2) R.C.C. M-250 for walkway slab |
| 14 | 3) R.C.C. M-250 for vertical wall |
| 15 | Item No. 5: Providing & fixing in position steel bar reinforcement of various diameters for R.C.C. Pipes,caps,footing, foundation, slab, beams, columns, canopies, staircase, newels,chajjas, lintels,pardies,coping,fine arches etc. as per detailed designs, drawing & schedule s including cutting, bending, hooking the bars,bindingwith wires or tack welding & supporting as required etc. complete (including cost of binding wire). Tor steel |
| 16 | Item No. 6: Providing & laying weep holes of 80 mmAC/PVC pipe as per drawing for abutment returns, return wallsetc. complete. |
| 17 | Item No. 7: Dewatering the excavatyed trenches and pools of water by using pumps and other devices including disposing of the water to safe distance as directed by Engineer-in-Charge (including cost of machinerylabour fuel )etc complete. |
| 18 | Item No. 8: Providing uncoursed rubble masonry of t rap / granite / quartzite /gneiss stones in cement mor tar 1:6 in foundation and plinth of innerwalls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and water ing etc.complete. |
| 19 | Item No. 9: Providing internal cement plaster 20mm. thick in two coats in cement mor tar 1:3 wi thout neeru finish, to concrete, br ick sur face, in all posi t ions including scaffolding and cur ing etc. complete. |
| 20 | Item No. 10: Reffiling the trenches with approved excavated material from foundation in 15cm to 20cm layers including watering and compaction etc. complete. |
| 21 | Item No. 11: 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 3 coats of anticorrosive paint, etc complete as directed by Engineer- in-charge. |
| 22 | Item No. 12: Providing and fixing 90 cm x 60 cm Marble plate engraving 10 cm. height letter, figures including painting the lefters/figures with approved colour and shade complete |
| 23 | Item No. 13: Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling, the middle portion with B. C. soil (in gunny bags if requried). Providing impervious / semipervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge, till the complction of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge. |
| 24 | SWITCH ROOM 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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259) |
| 25 | Item No. 2: Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance 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. (Bd-A-2/259) |
| 26 | Item No. 3: Providing and laying in situ cement concrete in M – 15 (1:2:4) grade of trap /granite/quartzite/gneiss metal for foundation & bedding including bailing out water manually, form work compaction & curing, etc complete. |
| 27 | Item No. 4: Providing uncoursed rubble masonry of t rap / granite / quartzite /gneiss stones in cement mor tar 1:6 in foundation and plinth of innerwalls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and water ing etc.complete. |
| 28 | Item No. 5: Providing second class Burnt Br ick masonry wi th convent ional/ I.S.type br icks in cement mor tar 1:6 in superst ructure including striking joints, raking out joints, water ing and scaffolding etc. Complete |
| 29 | Item No. 6: Providing and casiting in situ CC of trap /granite/quartzite/gneiss metal ofapprovedquality for R CCwork asper detailed drawing anddesigns or as diredcted by Engineer – in- charge including normal dewatering, centering, fromwork,compaction, finishing the formed surface withCM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish to be provided and curing, etc complete.Foundation a) In RCC M-200 |
| 30 | Column b) In RCC M-200 |
| 31 | Beam c) In RCC M-200 |
| 32 | Slabs d) In RCC M-200 |
| 33 | Item No. 7: Providing internal cement plaster 20mm. thick in two coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and cur ing etc. complete. |
| 34 | Item No. 8: Filling the plinth & floors Murum bedding in trenches with approved murum from excavatyed materials form foundation15 cm. to 20 cm. layers including watering and compaction complete. |
| 35 | Item No. 9: Providing and laying cement concrete flooring 40 mm thick wi th M15 cement concrete laid to proper level and slope in alternate bays including compact ion, fi lling joints, marking lines to give the appearance of t i les of 30 cm x 30 cm or other size laid diagonally / square etc finishing smooth (wi th ext ra cement ) in any colour as directed and cur ing etc. complete. With Natural Sand |
| 36 | Item No. 10: Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.50 x 38.10 x 1.02 mm at weight 0.547 Kilogram/Running metre. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 Kilogram/Running metre. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 Kilogram/Running metre. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 Kilogram/Running metre. And handle section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. and top section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. With powder coating with box |
| 37 | Item No. 11: Providing and Fixing 30 MM thick BOTH SIDE PRELAMINATED SOLID PANEL PVC DOOR SHUTTER consisting of frame made out of M.S tubes of 19 guage thickness and, size 19 x 19 mm for styles and 15 x15 mm for the top and bottom rails, M.S frame shall have a coat of metel primer of approved make and manufacture. M.S frame shall be covered with heat mouled PVC \"C\" channel made from 5 mm (+/0.25) thick prelaminated sheet of density 600 Kilogram/cbm ,of size 30mm thickness 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45? angle on either side forming stiles ; and 5 mm thick ,95 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered in 45 on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered on both sides to form lock rail.Top,bottom and lock rail shall be provided either side of the panel. An additional 5 mm (+/0.25) thick PVC strip of 20 mm width is to be stuck on the bottom side of the \" c \" channel prelaminated paneling of 5 mm (+/0.25) thick PVC sheet to be fitted inside the M.S. frame welded/ sealed to the styles and rails with 5 mm (+/0.25) x 30 mm PVC sheet beading on either side and joined together with solvent cement adhesive etc ,10 mm thickness (5 mm (+/0.25) x 2 nos ) 20 mm wide cross PVC sheet as gap insert for the rail and bottom rail. Door to be fixed to frames with 3 nos M.S.powder coated but hinges of size 100 mm x 25MM x 2mm using 32 mm long steel screws drilled suitable to pass through both the walls of the M.S tube. Other hardwares |
| 38 | Item No. 12: Providing flush grooved pointing with cement mor tar 1:3 for stone masonry work including scaffolding and curing etc. complete. |
| 39 | Item No. 13: Providing and applying washable oil bound distemper of approved colour and shade to old/ new surfaces, in three coats including scaffolding, preparing the surface to receive the priming coat and finishing coat etc. complete. |
| 40 | Item No. 14: Providing and fixing locking arrangement the standered qualityof lock for pump house, etc complete |
| 41 | Item No. 15: Providing and fixing in position steel bar reinforcement of various diamenters for RCC piles, caps, footing, foundation, slabs, beams, columns, canopies, staircases, newels,chjjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking he bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) |
| 42 | PUMPING MACHINERY Item No. 1: Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 8 stages3.00 BHP PUMPSET |
| 43 | Item No. 2: Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed.3 core 10sqmm |
| 44 | Item No 3: Supplying and erecting Fully Automatic Star Delta starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load element, and ON OFF push buttons, with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser.> 7.5 HP & Up to 12.5 HP |
| 45 | Item No.4: Providing , installing & commissioning main control pannel boardincluding V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for 7.50HP and 12.50BHP pump etc.complete. (Market rate) |
| 46 | Item No.5: Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main.Pressure gauge (100 mm dia) |
| 47 | Item No. 6: Providing tools for pumping. |
| 48 | Item No. 7: Main wiring work from M. S. E. B. cut out to the panel board 4 core x 459 mm 1100 grade with I. S. I. Mark standard / Aluminum armored cable (94.1 p.36) |
| 49 | Item No. 8: Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP |
| 50 | RISING MAIN Item No. 1: ProvidingISImarkG.I.Pipeoffollowingclassanddia. Includingalllocalandcentraltaxes,octroi,inspection charges, transportation to stores. etc. complete.GI Pipe 100 mm Dia M Class 12.40 kg/m |
| 51 | Item No. 2: 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.110 mm Dia HDPE Pipe 8 Kg/sqcm |
| 52 | Item No. 3: 5% of cost of pipes shall be considered for cost of PVC/HDPE specials for estimate purpose only. |
| 53 | Item No. 4: Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. completeSluice valves 80 mm Dia. |
| 54 | Item No. 5: Providing & supplying ISI mark CI D/F reflux valve (Non- returnvalve)offollowingdiaincludingalltaxes(central andlocal), railwayfreight, inspectionchargesunloading from railway wagon, loading into truck, transportation upto department stores/site, unloading, stacking etc. complete. reflux valves as per I.S.5312 part I (1984)Reflux valves 80 mm Dia |
| 55 | Item No. 6: Providing, erecting, connecting double flanged short body pattern tye manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200generallyconforminginBS5155,Syntheticrubber faced ring secured on disc by retaining ring with stainless steelscrewstubshaftofstainlesssteelridinginTeflon bearings excluding C.C. foundation/ structural steel support confirming to IS 3095-1991.Sluice valves 80 mm Dia. for Washout |
| 56 | Item No. 7: ProvidingandsupplyingAirvalvesasperIS-10845and MJP’s standard specifications of approved mark and quality offollowingdiametersincludingalltaxes (Central andlocal),railwayfright,inspectionchargesunloading fromrailwaywagons,loadingintotruck,transportation upto departmental stores/ site, unloading and stacking etc. complete.Air valves 25 mm Dia |
| 57 | Item No. 8: 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 & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.(EARTH SOIL) |
| 58 | Item No. 9: 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 dewatering, preparing the bed for foundation and excluding back- filling, etc. complete.(HARD MURRUM) |
| 59 | Item No. 10: Excavation for foundation/ pipe trenches in soft rock and oldcementandlimemasonryfoundationasphaltroad including removing the excavated material upto a distance of50Mbeyond areaandliftsasbelow,stackingas directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Soft Rock |
| 60 | Item No. 11: Excavationforfoundation/pipetrenchesin hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting includingtrimmingandlevellingthebed, removing the excavated material upto a distanceof50metresbeyondtheareaand lifts as below, stacking as directed by Engineer-in-charge,normaldewatering, excludingbackfilling,etc.completebyall means. (Bd-A-6/259)Hard Rock |
| 61 | Item No. 12: Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete. |
| 62 | Item No. 13: LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge.GI Pipe 100 mm Dia M Class 12.40 kg/m |
| 63 | Item No. 14: 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 II110 mm Dia HDPE Pipe 8 Kg/sqcm |
| 64 | Item No. 15: Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including nut bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves)Sluice valves 80 mm Dia. |
| 65 | Item No. 16: Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves)Reflux valves 80 mm Dia |
| 66 | Item No. 17: Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves)Sluice valves 80 mm Dia. for Washout |
| 67 | Item No. 18: Lowering, Layingand fixing in proper alignment and position all types of C.I. Air valves as directed by Engineer in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc complete.Air valves 25 mm Dia- Single Bash |
| 68 | Item No. 19: Providingandfixinginpositionairvalveshaftincluding 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, providingPCCblockofM-150concrete150mmthick aroundtheairvalveteeincludingencasingofvertical shaft in PCC M-150 as shown in type design together with providingandmakingflangedjointswhereverrequired 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.)upto 150 mm on Murum & harder strata |
| 69 | Item No. 20: ProvidingandlayinginsitufollowinggradesofC.C.of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete.a) 1:2:4 (M-150) grade for Thrust Blocksb) 1:2:4 (M-150) grade for encasingC) Road Restoration Work |
| 70 | Item No. 21: ProvidingandconstructingB.B.masonryvalvechamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5proportion 12 mm thickcementplasterincm1:4proportiononbothsides with providing and fixing C.I. manhole frame and cover in RCC1:2:4copingorcmthickslabetc.completeas directed by Engineer-in-charge.Size 0.90 x 0.60 x 1.20 |
| 71 | Item No. 22: Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete |
| 72 | Item No. 23: HydraulictestingofG.I.pipelinetospecifiedpressure includingcostofallmaterialsandlabourandwaterfor testingforthelengthupto1kmusingreciprocatingtype pumpswhichshouldbeabletoprovidespecifiedtest pressure gauges and other necessary equipments,labour operationchargesetc.requiredfortesting,Therates underthisitemshallalsoincludecostofretestingif necessary and reinstating to original postion.GI Pipe 100 mm Dia M Class 12.40 kg/m |
| 73 | Item No. 24: 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.110 mm Dia HDPE Pipe 8 Kg/sqcm |
| 74 | Item No. 25: Giving satisfactory hydraulic testing of following C.I. D / F Reflex valves, Butterfly valves and Sluice valves.Sluice valves 80 mm Dia. |
| 75 | Reflux valves 80 mm Dia |
| 76 | Sluice valves 80 mm Dia. for Washout |
| 77 | RCC ESR Item No. 1: Designing (aesthetically), and constructingRCCelevatedservice reservoirsoffollowingcapacitywith RCCstagingconsistingofcolumns, internalandexternalbracingsspaced verticallynotmore than4.5 metres centre to centre for ESR having capacityupto500cumandnotmore than 6 m c/c for ESRs having capacity above 500 Cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compoundtotheinsidefaceofthe containerincludingrefillingdisposing off the surplus stuff within a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypassarrangements asper departmental design, providing andfixingaccessoriessuchasM.S. ladder, C.I. manhole frame and covers, waterlevelindicators,lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair casefromgroundleveltorooflevel, M.S. grill gate of 2 M height with locking arrangementofapproveddesign,B.B. masonry chambers for all valves, ventilatingshafts,providingand applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and anti- termite treatment for underground parts ofthestructureandgivingsatisfactory watertightnesstestasperI.S.code. The job to include painting the name of theschemeandotherdetailsonthe reservoir as per the directions of Engineer-in-Charge. The design of the structure be in accordancewithrelevantI.S. specification (I.S. 3370 - 1965 orrevised.)The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682 /1985forR.C.C.stagingofoverhead tanks.Fordesignhavingmorethan6 columns, provision of internal bracing is obligatory.External bracings is also obligatory.TheentirestructureshallbeinM-300 mix only.Plain round mild steel bars grade-I conformingtoI.S.432part-Iorhigh yieldstrengthdeformedbars conformingtoI.S.1786orI.S.1139 shallbeused,grade-IImildsteelbars will not be allowed.Irrespectiveofthetypeoffoundation proposedinthedesign,onesetof bracing be provided at the ground level.These rates include providing M.S. ladderforE.S.R.supto2lakhlitres capacityandprovidingspiralstaircase for E.S.R. above 2 lakh litres capacity.Staging shall have to be designed with stressesofM-200concreteforESR. HoweverallRCCconstructionshould be done in M-300.Theseratesareincludingthecostof uplift pressureifany andentire dewatering during execution. In case of water logging area where water is stretch at shallow depth, extra provision of dewatering shall be made as per site condition.All conditions given in the Member Secretary\"sCircularNo.MJP/TS-I/ 350/1668dt.2-8-97andMJP/S-I/ 350/ 2127dt. 13-7-99shall bestrictly followed and additional cost, if any, due totheseconditionsisincludedinthe rates mentioned below.75°4partrateshallbepayable for reinforcementconcreteandplastering items of containers of E.S.R. till satisfactoryhydraulictestingforwater tightnessisgiven;andtipthatwork shall be trea(ed as incomplete.TheratesIndicatedinthetableare excludingthecostofpipes,specials andvalvesrequiredforinlet,outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost oferecting, lag and jointing of pipes and valves includingcost of jointing materials upto 5Mbeyozdouterfaceofoute.most columnForESRupto500cumcapacityC.I. double flanged pipes upto 300 mm dla shall be provided and C.I. specials shall beused.ForESR above500cum capacityC.IN.S.pipeassemblywlth minimum 8 mm thickness upto 500 mm diaandmlnimum10mmthickness above500mmdiacan be usedwith properanti-corrosiveepoxytreatment from inside and outside.Belowmentionedratesarefor foundationswith individualfootingwith bearing capacity of 20tonnes per square metre. For raft foundations, these rates shall be increased by 7.5°A where safe bearing capacity (SBC) Is 5 NT per sqm and by 59a whereSBC Is morethan5MT/sqm andupto10 MT/sqm.This9Lof5°4or7.5°AIs appllcableforestimationofamountof lumpsumitemofESR.Foredraitem duetochangefromindividual foundationtoraft,actualincreasein concrete andsteel bepaidasper relevant DSR Item.The rate shall be increased by 309a for bearing piles upto depth of 10 M and for further Increased in depth by 5 M each, itshallbe increasedbyanother10%. These rates are applicable where raft is not feasible. For pile foundations sulphate resistantcementshall ozly be used. Single pileforthe column is not permitted, group of piles shall be designedwith pile cap for each column of ESR.Theratesareapplicableforstaging heightof 12M.TheseratesshaBbe increasedor decreasedforpermetre variation in this staging height as below12 to 16 M staging - 2% per metre16 to 20 M staging - 3% per metre20 M and above - 4% per metreFor RCC 23000 Litre |
| 78 | Item no 2: Providing and casting in situ C.C. of trap / granite / gneiss metal of approved quality for P.C.C. works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, from work, compaction, finishing the formed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary of roughening if special finish is to be provided and curing etc. complete.( Excluding Reinforcement.) M:150 |
| 79 | Item no 3: Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight Unloading from railway wagon, Loading into Truck, Transportation to epartmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/ revision with amendments for Rubber Gaskets.DI 100 mm Double flanged |
| 80 | Item no 4: Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete150mm sluice valves - PN - 1 without bypass arrangement |
| 81 | Item no 5: Providing and supplying ISI standard D.I.specials & fitting with sealing rubber cascade of SBR complete with cast iron follower gland and MS nut bolts coated or otherwise protected from rusting and suitable for DI pipes inlcuding cost of labour, Materials, and transportation to stores/site, loading and unloading excluding GST levied by GOI and GOM in all respect, Complete as per IS 9523 for all types of specials, bends, tees etc. 9(80 to 300 mm dia) |
| 82 | Item no 6: Providing and constructing B.B. masonry wall chamber with 15cm thick 1:3:6 proportion PCC bedding, Excluding excavation, B.B. masonry in cement mortar 1:5 proportion pre-cast RCC frame and cover etc. complete as directed by engineer-in-charge. Chamber size 60x45x120 cm. Wall thickness 0.23m upto depth of 1.2m. |
| 83 | DISTRIBUTION SYSTEM Item No. 1: Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note: One coupler shall be provided with each full length of pipe cost of which is included in rates below.GI Pipe 100 mm Dia M Class 12.40 kg/m |
| 84 | Item No. 2: 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.63 mm dia HDPE PN 6 Pipes |
| 85 | 75 mm dia HDPE PN 6 Pipes |
| 86 | 90 mm dia HDPE PN 6 Pipes |
| 87 | 110 mm dia HDPE PN 6 Pipes |
| 88 | Item No. 3: 5% of cost of pipes shall be considered for cost of PVC/HDPE specials for estimate purpose only. |
| 89 | Item No. 4: Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. completeSluice valves 65 mm Dia |
| 90 | Sluice valves 80 mm Dia |
| 91 | Item No. 5: Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete without bypass arrangementSluice valves 65 mm Dia forWashout |
| 92 | Sluice valves 80 mm Dia forWashout |
| 93 | Item No. 6: 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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259)Earth Soils |
| 94 | Item No. 7: 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 dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (BdA-3/259)HMB |
| 95 | Item No. 8: 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 the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)Soft Rock |
| 96 | Item No. 9: Excavation for foundation / pipe trenches in hard rock by cheselling, 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. (Bd-A-5/259)Hard Rock |
| 97 | Item No. 10: Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) |
| 98 | Item No. 11: LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge.GI Pipe 100 mm Dia M Class 12.40 kg/m |
| 99 | Item No. 12: 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 II63 mm dia HDPE PN 6 Pipes |
| 100 | 75 mm dia HDPE PN 6 Pipes |
| 101 | 90 mm dia HDPE PN 6 Pipes |
| 102 | 110 mm dia HDPE PN 6 Pipes |
| 103 | Item No. 13: 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 giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)Sluice Valve 65 mm Dia |
| 104 | Sluice Valve 80 mm Dia |
| 105 | Item No. 14: 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 giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)Sluice valves 65 mm Dia forWashout |
| 106 | Sluice valves 80 mm Dia forWashout |
| 107 | Item No. 15: 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 M250 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)a) 1:2:4 (M-150) grade for Thrust Blocksb) 1:2:4 (M-150) grade for encasingC) Road Restoration Work |
| 108 | Item No. 16: Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slab cover. |
| 109 | Item No. 17: Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete |
| 110 | Item No. 18: ProvidingandmakingHDPE/PVC pipeconsumer serviceconnectionondistributionmainbydrilling holes with suitable means, including all labour. HDPE/PVCpipeofrequiredlengthwithorwithout roadcrossingasdescribedbelowincluding saddle/clampsaddleofsuitablematerial---as directed by Engineer in charge.Withroadcrossing15mmserviceconnectionwith road crossing (without watermeter) |
| 111 | Item No. 19: HydraulictestingofG.I.pipelinetospecifiedpressure includingcostofallmaterialsandlabourandwaterfor testingforthelengthupto1kmusingreciprocatingtype pumpswhichshouldbeabletoprovidespecifiedtest pressure gauges and other necessary equipments,labour operationchargesetc.requiredfortesting,Therates underthisitemshallalsoincludecostofretestingif necessary and reinstating to original postion.GI Pipe 100 mm Dia M Class 12.40 kg/m |
| 112 | Item No. 20: Hydraulic testing of H. D. P. E./ M. D. P. E./D.I. 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.63 mm dia HDPE PN 6 Pipes |
| 113 | 75 mm dia HDPE PN 6 Pipes |
| 114 | 90 mm dia HDPE PN 6 Pipes |
| 115 | 110 mm dia HDPE PN 6 Pipes |
| 116 | Item No. 21: Providingandfixingboarddisplayinginformation, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangularshapeof1.20mx0.90msize made out 18 gauge (1.25 mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stoveenamelonbacksideandborder/messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x35 x3 mm frame with properly cross braced M.S.angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S.angle iron posts of size 65 mmx 65 mmx 6 mm, 3.65mlongpaintedwithalternateblackandwhite bandsof25cmwidthincludingallfixturesetc.and fixing the boards in 1:4:8 concrete block of size 60 cm x60cmx75cmincluding,excavation,refilling, transportation,andlabouretccomplete.Spec. Number As directed by Engineer in Charge MORTH 801 |
| 117 | Item No. 1: Providing & streching transmission line & making Additional electric load connection to Head works, including all charges as per MSEB rule |
| 118 | Item No. 1: Commissioning, running and maintaining the scheme to quantities, 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 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.M.J.P.D.S.R. 21-22,Pno.232, I no.1,aFor 1 Month 26244 x 01 MonthsTotal For 1 Months |
| 119 | Item.no:14 - ADD GST 18% |
AI Tender Summary
Tender Timeline
Jan 18, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJan 23, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 24, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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