tender for Under Jal Jeevan Mission Water Supply Scheme Rui Tq Paranda
Tender Value
51.27 Lakhs
Estimated cost
Bid Submission
03 Sep 2022
0 days left
EMD
51274
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
paranda → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Under Jal Jeevan Mission Water Supply Scheme Rui Tq Paranda
BOQ
| Sl. No. | Item Description |
| 1 | SUBWORK NO. 1 DUG WELL DIA 6.00 M AND DEPTH 20.00 M Item No - 1 Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murumwithboulders inwetordryconditionforheadworksi.e.intakewell, connecting main, jack well, pump house, supply well, etc. for lift as below and lead of 150Mincludingbarricading,guardinganddisposingoffsurplusexcavatedstuff within a radius of 0.5 km. as directed, etc. complete excluding refilling. Lift 0 to 1.50 M |
| 2 | Lift 1.5 to 3.00 M |
| 3 | Lift 3 to 4.5 M |
| 4 | Lift 4.5 to 6 M |
| 5 | Item No - 2 Excavationin generalinhard material comprisingofsoftrock,hardrock,Manjara rock,etc,byblasting/controlledblasting,chisellingasrequiredinwetordry 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, disposingoffsurplusexcavatedstuffwithinaradiusof0.5km.asdirectedby Engineer-in-charge, excluding refilling Lift 6 to 7.5 M |
| 6 | Lift 7.5 to 9 M |
| 7 | Lift 9 to 10.5 M |
| 8 | Lift 10.5 to 12 M |
| 9 | Lift 12 to 13.5 M |
| 10 | Lift 13.5 to 15 M |
| 11 | Lift 15 to 16.5 M |
| 12 | Lift 16.5 to 18 M |
| 13 | Lift 18 to 19.5 M |
| 14 | Lift 19.5 to 21 M |
| 15 | Item No - 3 Providingandlayingin situ followinggradesofcementconcreteoftrap/ granite/ quartzite /gneiss metal for foundationand bedding including dewatering,form work, compaction, curing, finishing etc. complete. a) M-150 |
| 16 | Item No - 4 Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering,centering,form work, bally, steel propups,compaction,finishing the formed surfaceswith C.M.1:3 of sufficientminimumthicknessto give asmooth andevensurface whereevernecessaryorrougheningif specialis to be provided and curing etc. complete ( By weigh batchingand mix design for M-250 and M-300 only.Use of L&T, A.C.C.Ambuja,BirlaGold, Manikgad,Rajashree,etc. cementis permitted.)( Excluding M.S. reinforcements) RCC M-200 for water retaining structure a) For RingBeamFrom 5.00 m to 6.00 m |
| 17 | Item No - 5 Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering,centering,form work, bally, steel propups,compaction,finishing the formed surfaceswith C.M.1:3 of sufficientminimumthicknessto give asmooth andevensurface whereevernecessaryorrougheningif specialis to be provided and curing etc. complete ( By weigh batchingand mix design for M-250 and M-300 only.Use of L&T, A.C.C.Ambuja,BirlaGold, Manikgad,Rajashree,etc. cementis permitted.)( Excluding M.S. reinforcements) RCC M-200 for water retaining structure b) ForVertical WallAbove 1.50 m from GL |
| 18 | From GL to 5m |
| 19 | From 5.00 m to 6.00 m |
| 20 | Item No - 6 Providingand fixingin positionsteel bar reinforcementof variousdiametersfor RCC piles, caps, footings, foundations,slabs, beams, columns, canopies, staircase, newels,chajjas,lintels,pardies,copings,fins,arches,etc. as per detailed designs, drawingsandschedulesincludingcutting,bending,hookingthebars,bindingwith wiresor tackweldingand supportingas required,etc.complete.(includingcost of binding wire) 1% of RCC Qty Lift0 to 1.5 m above GL & |
| 21 | Lift0 to 5 m below GL |
| 22 | Lift5m to 6 m below GL |
| 23 | Item No - 7 Providingstucturalsteelworkin single stanchionscomposedof RSJ, channel,etc, withcaps,bases,mildsteel plates,angles,brackets,cleats,gussetplates,anchor bolts, etc. as per detaileddesign and drawing or as directed by Engineer-in-charge includingcutting,fabrication,hoisting,erecting,fixinginposition,makingriveted/bolted/weldedconnectionsandonecoatsofanticorrosivepaintandoverittwo coats of oil painting, etc. complete. RSJ 250x125mm Weight of RSJ |
| 24 | Item No - 8 Providingand fixing M.S. chequerredplate flooringof following thicknesssupported onM.S.angles(25x25x5 mmsize)includingwelding,cuttingandfabricatingthe plates to the requiredsquare or rounding shape,makingholes in the plate, includingprovidingandapplying3coatsofanticorrosivepaint,etc.completeasdirectedby Engineer-in-charge. 6 mm thick |
| 25 | Item No - 9 Dewateringtheexcavatedtrenchesandpoolsofwaterinthe buildingtrenches/ pipeline trenches,well works by using pumps and other devices including disposing offwatertosafedistanceasdirectedbyEngineer-in-charge(includingcostof machinery, labour, fuel), etc. complete. |
| 26 | Item No - 10 Providing and fixing in position C.I. dapuri steps for 22 mm dia. M.S. step with proper anchorage,etc.andprovidingandapplying3coatsofant-corrosivepaint,etc complete as directed by Engineer-incharge |
| 27 | Item No - 11 Providing, and fixing 80 mm dia A.C. / P.V.C. pipe weep holes at 1.5 m.c/c staggered including costofallmaterialsandlabourinvolvedwithallleadsandlifts.etc.complete with all leads and lifts |
| 28 | Item No - 12 Refillingthe trencheswith available excavatedstuff with soft material first over pipe lineandthenhardmaterialin15cmlayerswithall consolidation, surcharging etc. complete. |
| 29 | Item No - 13 Carrying out recuperation/ yield test for asserting the discharge of constructed well/ excavated profile as directed by Engineer-incharge. The test is 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 stainer/ suction level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, overhead, labourers, etc. completed as directed. Lps less than 25,000 |
| 30 | Item No - 14 Taking trial bore (Core Bore Sampling) by Callyx machine with TCT/NX bits to gather undisturbed strata samples for investigation in all types of strata, soft soil, murum, hard murum with boulders, soft rock, hard rock and quartzite, etc. The item includes all hire and running cost of Callyx machine, conveying all materials to site of work excluding conveyance of callyx machine and back sampling all over burden strata in glass jar and core samples serially numbered at site in a wooden core box, samples to be taken at 1.0 M interval and conveying to the place as directed by Engineer-in-charge. The diameter of bore in overburden shall be 100 mm and of NX size (50 mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburden only and shall be 1.0 M above GL with cap over it. a)In overburden (soft soil, murum) |
| 31 | c)In weathered rock / soft rock |
| 32 | d)In hard rock other than quartzite |
| 33 | SUBWORK NO 2 HORIZONTAL BOREWELL 4 NOS 25 M LENGTH Taking Horizontal bore wellto existing PWS & Dug well 4 nos each 30 m length (as per GSDA certificate) 4 X 25M |
| 34 | SUBWORK NO. 3 SURFACE BOREWELL (150 MM DIA & 60.0 M DEPTH) Item No 1 Drilling of surface borewell including cost of all labour,fuel,machinery 150 mm Dia 1 Nos X 60 M = 60M |
| 35 | Item No 2 Providing and supplying in standard length I.S.I ragid unplastcised P.V.C 180 MM Dia PVC pipe1 Nos X 6.0= 6.0M |
| 36 | 180 MM Dia PVC pipecap 1 Nos X 1.0= 1.0 Nos |
| 37 | Item No 3 Yield test of borewels by air lift methods on 90 Degree Vee Notch150 mm Dia Borewell |
| 38 | Item No 4 Providing, erecting and giving test of submersible pumpset conforming to IS 8034 and motor conforming to IS9283, with water proof winding. Pump shall be suitablefor various delivery head and discharge with stainlesssteel shaft. Motor suitable for working on 415 V ± 10%, 3Ph, 50 Hz A.C. Supply, with cable guard, thrustcarbon/fiber bearing to withstand entire hydraulic thrust.The pump set shall be suitable for direct coupling, withsuitable suction strainer. Pump should have suitabledischarge out let as per manufacturer\"s design. Antithruststream lined non return valve shall be provided with thepump. 3 m submersible copper conductor cable in single/ double run and 2 pairs of suitable size erection clamp10 mm thick shall be provided with each pump. Submercible Pump 150 mm dia (with Bronze/Stainless stee (CF8M) Impeller ) up to 8 stages Submersible Pump 3.0HP |
| 39 | Item No 5 Supplying & erecting automatic control panel for 3 Ph 415 volt AC |
| 40 | Item No 6 Provinding and erecting ISI mark GI pipe of following class and diameter inclunding local and central taxess control inspection charges transportation to stores etc complete 50 mm diameter (Heavy) on wel 1 Nos X 60 M = 60M |
| 41 | Item No 7 Providing, erecting, XLPE / PVC insulated armouredaluminium conductorOf following sizes 1100 V grade cable as per detailed specification attached. Submersible Copper conductor3 Core 4 sq.mm cable |
| 42 | Item No 8 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 allrespect etc. complete. Reflux valves as per I.S.5312 Part I (1984) 50 MM DIA REFLUX VALVE PN-1 |
| 43 | ESTIMATE FOR SWITCH ROOM (3 x 3 x 3 M) ITEM NO 1 Excavation for foundation/ pipe trenches in earth soils of all types sand, gravel,soft mur-um including removing the excavated materialup to distance of 50 m & lift as below, stack-ing & spreading as directed, normal dewatering, preparing the bed for the foundation & excluding back filling etc. complete. (Lift of 0.00 to 1.50 m) |
| 44 | ITEM NO 2 Excavation for foundation/ pipe trenches in Hardmurum including removing the excavat -ed materials up to distance of 50 m & lift as below, stacking & spreading as directed, normal dewatering, preparing the bed for the foundation & excluding back filling etc. complete.(Lift of 0.00 to 1.50 m) |
| 45 | ITEM NO 3 Providing and laying insitu 1:2:4 (M-150) grades of P.C.C. of trap/granite/ quartzite/ genies metal for foundation / bedding including dewatering form work, compacting and curing finishing etc. complete with initial lift of 1.50 cm. below/ above ground level. |
| 46 | ITEM NO 4 Providing and laying in situC.C. of trap/granite/ quartzite/ genies metal of R.C.C. works like raft. grillage, strip foundation and footing of R.C.C. columns and steel stanchi-ons including normal dewatering, from work, compaction. finishing & curing etc complete . 1) R.C.C. M- 200For coloumn footing. z) RCC M-200For footing |
| 47 | ITEM NO 5Providing and laying in situC.C. of trap / granite / quartzite / genies metal of approved quality for R.C.C. works as per detailed drawing and designs or as directed by engineer incharge including normal dewatering, from work, compaction, finishing surfaces with C.M. 1:3 of sufficient minimum thickness& curing etc. complete.1) R.C.C. M- 200 grade all types of columns |
| 48 | ITEM NO 6 Providing and laying in situC.C. of trap/granite/ quartzite/ genies metal of approved quality for R.C.C. works as per detailed drawing and designs or as directed by engin-eer incha-rge including normal dewatering, from work, compaction, finishing surfaces the formed surfaces with C.M. 1:3 of sufficientminimum thickness& curing etc. complete. 1 ) R.C.C. M- 200grade G L beams &lintels . |
| 49 | ITEM NO 7 Providing and laying in situC.C. of trap/granite/ quartzite/ genies metal of approved quality for R.C.C. works as per detailed drawing and designs or as directed by engineer incharge including normal dewatering, from work, compaction, finishing surfaces the formed surfaces with C.M. 1:3 of sufficient minimum thickness& curing etc. complete.1 )R.C.C. M- 200 grade slabs/ & chajjaetc. |
| 50 | ITEM NO 8 Providing and fixing in position steel bar reinforcement of various dia for R.C.C.work detailed designs, drawings and schedules, including cutting bending, hooking the bars binding with wires or tack welding and supporting as required etc. compelte. (including cost of binding wire)Tor steel - Provide79 % |
| 51 | ITEM NO 9 Providing second class burnt brick masonry with conventional bricks in cement mortar 1:6 in foundation & plinth of inner wall/ external wall including normal dewatering striking joints on unexposed faces, racking out oints on exposed faces & watering etc. compelte. Top of GL beam to plinth |
| 52 | Plinth to bottam beam |
| 53 | ITEM NO 10 Filling in plinth & floors murum bedding in trenches with approved murum from excavated material from foundation 15 cm to 20 cm layer including watering and compaction etc. complete. |
| 54 | ITEM NO 11 Providing and fixing steel frame of angle 40 x 40 x 5 mm size for windows with 16 mm dia. mild steel bars horizontally at 10 cm c/c for ventilator portion and 15 cm c/c for remaining portion with M.S. flat of size 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing shutters including welding finishing painting etc. complete. Window |
| 55 | ITEM NO 12 Providing and fixing steel frame door of angle 50 x 50 x 6 mm with mild steel bars 16 mm dia. horizontally at 10mm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing, painting etc. complete. Door |
| 56 | ITEM NO 13 Providing and fixing steel frame door of angle 50 x 50 x 6 mm with mild steel bars 16 mm dia. horizontally at 10mm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing, painting etc. complete. |
| 57 | ITEM NO 14 Providing and fixing M.S. grill door 24 Kilogram/Square Metre of various size as per detailed drawings without hot dip coating, iron fixtures and fastenings and 3 coats of oil painting etc |
| 58 | ITEM NO 15 Providing rough cast cement plaster externally intwocoatstoconcrete,brickorstone masonry surfaces in all positions with base coat of 12 to 15 mm 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. |
| 59 | ITEM NO 16 Providing internal cement plaster 20mm thick in Single coats in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete |
| 60 | ITEM NO 17 Refilling the trenches with availableexcavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lift including consolidation surcharging etc complete. |
| 61 | ITEM NO 18 Providing and laying Rough Shahabad Stone Flooring 25mm to 30mm thick and of required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete. |
| 62 | ITEM NO 19 Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. |
| 63 | ITEM NO 20 Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour to new plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete. |
| 64 | SUBWORK NO - 5 PURE WATER PUMPING MACHINERY FROM WELL TO ESR Item No 1 :-Submersible monoblock PumpProviding, erecting and giving test of submersible pumpset conforming to IS 8034 and motor conforming to IS9283, with water proof winding. Pump shall be suitablefor various delivery head and discharge with stainlesssteel shaft. Motor suitable for working on 415 V ± 10%, 3Ph, 50 Hz A.C. Supply, with cable guard, thrustcarbon/fiber bearing to withstand entire hydraulic thrust.The pump set shall be suitable for direct coupling, withsuitable suction strainer. Pump should have suitabledischarge out let as per manufacturer\"s design. Antithruststream lined non return valve shall be provided with thepump. 3 m submersible copper conductor cable in single/ double run and 2 pairs of suitable size erection clamp10 mm thick shall be provided with each pump. Submercible Pump 150 mm dia (with Bronze/Stainless stee (CF8M) Impeller ) up to 8 stages Provide duplicate set of submersible pumps capable of dischargeing 6056.84 litres /hours against a total head of 49 m driven by 5 H P electrical motor directly coupled to it. One pump will be in operation and one will be standby. |
| 65 | Item No. 2 Provinding and erecting ISI mark GI pipe of following class and diameter inclunding local and central taxess control inspection charges transportation to stores etc complete 50 mm diameter (Heavy) on well |
| 66 | Item No. 3 Providing & supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance , unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge.80mm Dia |
| 67 | Item No. 4 Providing and supplying ISI standared CI flanged/S7S speacilas inlcuding all taxexx (Central & Local) Railway Freight insurance unloading from Railway wagon loading into truck transport to departemental store to/site unloading stacking etc complete CIDF specials of required dia. 80 MM TO 300 MM |
| 68 | 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 inspectioncharges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. 80 MM SLUICE VALVE |
| 69 | Item No. 6 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 uptodepartmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) 80 MM NON RETURN VALVE |
| 70 | Item No. 7 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 boltsand giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) 80 MM SLUICE VALVE |
| 71 | 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 boltsand giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) 80 MM NON RETURN VALVE |
| 72 | Item No 8 Providing, erecting, pressure gauge of required range complete with syphon tube, isolationg cock suitable for 12 mm dia GI pipe Pressure gauge shall be installed as directed with tapping on rising main |
| 73 | Item No .9 Providing , erecting and commissioning, industrial Cubicaltypecontrol panel boardandas per detailed specification. |
| 74 | Item No 10 Providing, erecting, XLPE / PVC insulated armouredaluminium conductorOf following sizes 1100 V grade cable as per detailed specification attached. (b) Submersible Copper conductor3 Core 4 sq.mm cable |
| 75 | Item No. 11 Providing, erecting giving test of earthing arrangement to all electrical equipment as per IE rules and as per detailed specifications. |
| 76 | SUB WORK NO-6 PURE WATER RISING MAIN FROM PRO DUG WELLTONODE- 2 HDPE 6Kg/Cm^2 DIA- 90 MM L - 24 M PART A : MATERIAL Item No. 1 Providing and supplying in standard lengthsPolyethelene 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, inspectioncharges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GSTlevied by GI & GOM in all respect etc. omplete. PVC 6kg/sqm Pipe 90 MM |
| 77 | Item No. 25% of cost of pipes shall be considered for cost of HDPE specials for estimate purpose only 5% cost of pipe |
| 78 | PART B –LABOUR Item No. 1 Excavation for foundation/ pipes trenches in earth,soil of all types, sand, gravel and soft murum including removing the excavated material up to a distance of 50M beyond area & lift as below, stacking and spreading as directed, normal dewatering, preparing of bed for foundation & excluding backfilling,etc. complete |
| 79 | 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) |
| 80 | Item No. 3 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. (Bd-A-3/259) |
| 81 | Item No. 4 Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers |
| 82 | Item No. 5 Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes in proper position including all specials by compression fitting/el ectrofusion andbutt 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 IIPVC 6kg/sqm Pipe 90 MM |
| 83 | Item No. 6 Hydraulic testing of /HDPE pipeline to specified pressure cost of all materials and labour and water for testing for the length upto 1 km, 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. PVC 6kg/sqm Pipe 90 MM |
| 84 | Item No. 7 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 |
| 85 | SUB WORK NO-7 RCC ESR CAP- 38000 LIT ST HT- 9 M ITEM NO. 1 Designing (aesthetically), and constructing RCC Elevated Service Reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for E.S.R. having capacity 500 m3 & not more than 6 m c/cfor E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concret, cement plaster with water proofing compound to the inside face of the container including 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, overflow and bypass arrangements as per departmental design. providing and fixing accessories such as Stainless steel ladder inside and M.S. ladder with G.I. railingoutside, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge. |
| 86 | ITEM NO. 2 Providing & supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance , unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge.Inlet80 mm dia.CI.D./F pipes |
| 87 | Outlet 80 mm dia.CI.D./F pipes |
| 88 | Overflow+ Bypass(5M) + Washout(3M) 80 mm dia.CI.D./F pipes |
| 89 | ITEM NO. 3 Providing And supplying ISI standard CI Flanged /s &S Specials Including all Statutory Duties &taxes such as GST Levied by GOI &GOM in all Respect.Railway Freight Insurance Unloading From Railway wagon,Loading into truck Transport to Departmental Store /Site UnloadingStacking etc Complete D/F Specials 300 D/F Specials Upto and Including150 mm 80 mm to 300 mm dia |
| 90 | 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 GOt & GOM in all respect etc. complete Sluice valves PN-1 without bye-pass arrangement 80 mm dia. Sluice valve - Inlet/Bypass |
| 91 | SUB WORK NO-8 DISTRIBUTION SYSTEM PVC 4KG/SQM 90 MM TOTAL LENGTH 2307 M PART A : MATERIAL 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). Working Pressure 4 Kg./Sq.cm PVC4kg/sqm PipeFor Distribution 90 |
| 92 | Item No. 2 Providing & Supplying of HDPE specials as per requirement including neccesary specialsuch as Tee, Bend. Ellbow.etc |
| 93 | Item No. 3 Providing double flange sluice valve confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all statutary duties and taxessuch as GST levied by GOI and GOM in all respect,transportation etc. complete.80 |
| 94 | PART B –LABOUR Item No. 1 Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the xcavated 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) |
| 95 | 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) |
| 96 | Item No. 3 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 andlifts 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-3/259) |
| 97 | Item No. 4 Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers |
| 98 | Item No. 5 Lowering laying and Jointing HDPE pipes by heating to the ends of pipes with the help of tefflon coated disc & hot flame blower to the required temparature and then pressing the ends together against each other , to form a monolithic & leakproof joint by thermosetting process. The pressing may be required to be done with jacks/Hydraulic Jacks/Butt fusion machine etc. complete. with all materials labour as directed by Engineer-in-chargePVC4kg/sqm PipeFor Distribution 90 |
| 99 | Item No. 6 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 giving satisfactory hydraulic testing etc. complete. (Rate for all class of sluice valves)CIDF Sluice Valve(PN1)For Distribution 80 |
| 100 | Item No. 7 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. Size 100 mm x 225 mm (20 kg) |
| 101 | Item No. 8 Hydraulic testing of PVC pipes 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 of filling safe water using reciprocating type pump which would be able to provide specifies 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.PVC4kg/sqm PipeFor Distribution 90 |
| 102 | Item No. 9 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 |
| 103 | SUB WORK NO - 9 RUNNING THE SCHEME ON TRIAL BASIS Item No. 1 Commissioning running and maintaining the scheme to quantities rated capacity including managing neceassary personnel such as opearator, valveman etc. as per requirments of the scheme and who should also administer chemical done for a period of 1 month for indivdul scheme and 3 months for regional scheme together with trainingof personal scaned by mjp/ local Body after completion of the above period as directed by Engineer - in- charge.. For One Months |
| 104 | Item No. 2 MSEB CHARGES Proividing and streching trnsmission line & making existing electrical connection to proposed switch house including wiring fuses etc. complete. 5 HP PUMP FOR NEW PWS 3 HP FOR NEW SURFCE BOREWELL 8 X 12 X 30 X0.746 |
| 105 | Item No. 3 Providing and installing simplegravityfeed disinfection arrangement with TCL powder solution on the percolation well / service reservoir including solution tankfeeding pipe, dosing arrangement all other accessories giving tgrialand test etc. complete0.07X5X 30 |
| 106 | SUB WORK NO - 10 INFORMATORY SIGN BOARD Item No.1 Proividing and fixing board displaying information, such as name of work, Tender cost, Name of Contract, Work completion and liability period etc, having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coats of zinc chromate stoving primer and two coats of enamel on back side and grey stove enamel on back side and border / message / symbols etc. with approved colour shade paint complete , on M.S angle of size 35 x 35 x 3 mm frame with properly cross braced M.S, angle of size 35 mm x 35mm x 3 mm duly painted including Two M.S. angle iron posts of size 65 mm x65 mm x 6 mm,3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc. and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete, Spec. No. As directied by Engineer in Charge |
| 107 | SUB WORK NO-11 CONSUMER SEVICE CONNECTION (FHTC) Item No.1 Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia HeavydutyBrass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps ofsuitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc. complete as directed by Engineer in A) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul) for HDPE & PVC pipe 15 MM WITH ROAD CROSSING |
| 108 | CONSUMER SEVICE CONNECTION (FHTC) 15 MM WITHOUT ROAD CROSSING |
AI Tender Summary
Tender Timeline
Aug 26, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedSep 03, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 05, 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