Tender For Construction/Retrofitting Of Pipe Water Supply Scheme At Hiwarwadi, Tal. Khatav, Dist- Satara
Tender Value
1.07 Crore
Estimated cost
Bid Submission
29 Sep 2023
0 days left
EMD
1.07 Lakhs
Bank guarantee accepted
Document Fee
5250
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
khatav → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction/Retrofitting Of Pipe Water Supply Scheme At Hiwarwadi, Tal. Khatav, Dist- Satara
BOQ
| Sl. No. | Item Description |
| 1 | Existing Supply Well- Re-construction |
| 2 | 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-in-charge, etc. complete excluding refilling |
| 3 | Lift 1.5 - 3m |
| 4 | Lift 3-4.5 m |
| 5 | Lift 4.5-6 m |
| 6 | 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 |
| 7 | Lift 10.50 to 12.00 M |
| 8 | Lift 12.00 to 13.50 M |
| 9 | Lift 13.50 to 15.00 M |
| 10 | Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc. |
| 11 | Desilting the Supply Well, Intake Well /Head Works, Sump of water supply /sewerage works etc. in wet or dry condition including lifts upto 9 M and lead upto 150 M as required beyond the work site, stacking, spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge.Add for each additional lift of 1.5 Mbeyond initial lift 9.0 M |
| 12 | Providingandlayingin situ followinggradesofcementconcreteoftrap/ granite/ quartzite /gneiss metal for foundationand bedding including dewatering,form work, compaction, curing, finishing etc. complete. |
| 13 | 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) |
| 14 | Above 1.5 m from GL |
| 15 | From GL to 5 m |
| 16 | From 5 to 6 m |
| 17 | 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) |
| 18 | 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. |
| 19 | 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. |
| 20 | Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved welding,anchoring and applying 3 coats of anticorrosive paint, etc. complete asdirected by Engineer-in-charge |
| 21 | Dewateringtheexcavatedtrenchesandpoolsofwaterinthe buildingtrenches/ pipeline trenches,well works by using pumps and other devices including disposing offwatertosafedistanceasdirectedbyEngineer-in-charge(includingcostof machinery, labour, fuel), etc. complete. |
| 22 | 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 |
| 23 | 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 |
| 24 | Refillingthe trencheswith available excavatedstuff with soft material first over pipe lineandthenhardmaterialin15cmlayerswithall consolidation, surcharging etc. complete. |
| 25 | Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISImark. |
| 26 | Pumping Machinary 5 BHP, Discharge = 6937 LPH, Head = 33 m Providing, erecting and giving tests of submersible pump set confirming to IS 8034 and motor confirming to IS 9283, with water proof winding and discharge with stainless steel shaft. Mortar suitable for working on 415 V = 10% 3 phase 50 Hz A.C. supply with cable guard, thrush carbon/fible bearing to withstand entire hydraulic thrust with suitable suction strainer. Pump should have suitable discharge outlet as per manufacture\"s design. Antithrust streamlined 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. |
| 27 | Provideduplicate set of submersible pump capable of discharging 6937 litres/hour against a total head 33 M be driven by 5 B.H.P electrical motor directly coupled to it . One pump will be in operation and one pump will be standby. |
| 28 | Supplyingand erecting Cupboard type panel board. |
| 29 | Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. |
| 30 | Providing & erecting ISI mark G.I. pipeof followingclassanddia. including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete |
| 31 | Providing, supplying and fixing ISI mark CI D/F Reflux valve (non-return valves of following dia including all taxes (central and local), railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental store/site, unloading, stacking etc. complete. Reflux valves as per I.S. 5312 part I (1984) |
| 32 | Providing and fixing double flanged sluice valve confirming for IS-2096/14846 including worn gear arrangements as per test pressure stainles steel spindle, caps including all taxes transportation etc complete. |
| 33 | 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.) |
| 34 | Providing and erecting pressure gauge of required capacity complete with syphon tube, isolating cock suitable for 12mm dia GI pipe. Pressure gauge shall be installed as directed, with tapping on rising main pressure gauge (100 mm dia) |
| 35 | Providing pipe type earthing with 40mm dia G.I Pipe or 20 mm dia G.I Rod complete with all materials as per specifications no EA-EP |
| 36 | Supplying and erecting \"b\" class GI bend in position withnecessary material. |
| 37 | Supplying and erecting \"b\" classGI Teein position withnecessary material. |
| 38 | Supplying and erecting \"b\" classCoupling in position withnecessary material. |
| 39 | Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISImark. |
| 40 | Switch Room- 3 m x 3 m x 3 m Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 41 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc complete. |
| 42 | Providing and laying in situ Cement concrete M-15of trap or granite or quartzite or gneiss metal for foundation and bedding includingdewatering, form work, compacting,roughening them if special finish is to be provided, finishing if required and curing etcetera complete. |
| 43 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) Excluding M. S. orTor Reinforcement |
| 44 | 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. |
| 45 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted ) |
| 46 | Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) |
| 47 | Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use ofL&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) |
| 48 | Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) Excluding M S or Tor reinforcement. |
| 49 | Providing second class Burnt Brick masonry with conventional / Indian Standard type bricks in cement mortar of following proportion superstructure including striking out & racking out joint watering and scafolding etc complete. |
| 50 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hookingthe bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) |
| 51 | Providing and laying Rough shahabad stone flooring upto 40 mm. thick and of required width in plain / diamond pattern on a bed of bed 1:6 cement mortar including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete. |
| 52 | Providing internal cement plaster 12 mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete |
| 53 | Providing sand faced plasterexternally in cement motar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 Kg. per cement bag, curing the same fornot less than 2 days and keeping the surface of the base coat rough to recive the sand faced tretment 6 to8 mm. thick in cement mortar 1:4 finishingthe surface by taking out grains and curing for foureen days scaffolding etc. complete. |
| 54 | Providing and applying colour-wash of approved colour and shade in one coat to new surface including scaffolding, brushing and brooming down (excluding base coats of white wash) etc.complete. |
| 55 | Provinding and applying washable oil-bound distemper of approved colour and shade to old and new surface in two coats including scaffolding preparing the surfaces (excluding the primer coat) etc. complete. |
| 56 | roviding and fixing steel frame of angle 50 x 50 x 6 mm size for window with 16 mm with mild steel bars horizontally at 10 cm c/c for ventilator portion and at 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 40 x 6 mm vertical at center including iron hold fast boxes for fixing shutters including welding finishing painting etc. complete. |
| 57 | Providing and fixing in position factory made box type steel window with glazed fan light including steelwindows of cold rolled section of 105 mm x 60 mm x 1.25 mm thick frame section filled with cement concrete (1:2:4) and metal pressed steel shutters of 20 gauge (1mm )as per detailed drawing and design or as directed including providing horizontal mild steel 12 mm square bars at 10 cm center to center, required F7B section, section76, section 20 mm x 5 mm mild steel flat for shutter and F4B section for frame, 3 mm thick glass of approved quality for fan light necessary fixtures and fastening etc.complete finishing with one coat of anticorrosive paint etc.complete |
| 58 | PWD SSR 2023-24 Page No.182 Item No. 39.35 |
| 59 | Providing and fixing 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15mm (5mmx3) thick x 30 mm width on one style and top rail and 10 mm (5mmx2) thick x 30 mm width on other style and bottom rails. The inner panels laminated with 2 mm thick termite proof, water proof and fire resistant moulded PVC sheet with 2,4,6 design in different plain and/orprelim colours on one side after routing the moulded design on flush doors and 2 mmplain and/or prelam PVC on other side using rubber adhesive on flush door and solven tcement adhesive on the PVC lipping etc.as per direction of Engineer in charge and manufacturers specification and drawing etc. complete. |
| 60 | Rising Main Total Length = 2600 m 90 ø (6 KG/cm2 - HDPE) HDPEProviding and supplying in standard lengthsPolyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointingmaterial 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. |
| 61 | Providing & Supply of Electro Fusion Fittingsin accordance with BS EN12201: Part-3 suitablefor drinking water with in black/ blue colourmanufactured from compounded PE80/ PE100virgin polymer and compatible with PE80/PE100pipes, in pressure rating SDR11 with min PN12.5rated for water application and shall be inclusive ofall cost such as testing, inspection charges,transportation up to store, transit insurance,loading, unloading, stacking excluding GST leviedby GOI & GOM in all respect, etc. complete. |
| 62 | Equal Tee 90 |
| 63 | LNPE 90 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint |
| 64 | 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. |
| 65 | Providing and supplying ISl mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railwaywagon,loadinginto truck, transportation upto departmentalstroes/ site, unloading, stacking etc. complete.Reflux valves as per I.S.5312 Part I (1984) |
| 66 | 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 |
| 67 | Providingandsupplying Air Valvesas per IS-10845and MJP’s standard specificationsdoubleorificetypecombinedwithscrewdownisolatingvalve,small orificeelasticballrestingonagunmetalorificenipple,largeorificevulcaniteball seatingon mouldedseatring,inletfaceanddrilled,includingall taxes(Centraland local), insurance, third party inspection charges, loading, unloding, transportatoin upto departmental stores / site, etc. complete.-25 ø |
| 68 | 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. |
| 69 | 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) |
| 70 | 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-in_x0002_charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) |
| 71 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259) |
| 72 | Filling in plinth and floors murum bedding intrenches 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) |
| 73 | Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes in proper position including allspecials 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 hydraulicjack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II |
| 74 | Hydraulic testing of H. D. P. E./ M. D. P. E.pipe line to specified pressure including cost ofall materials and labour and water for testing forspecified length including cutting, placing endcap making arrangement for filling safe waterusing reciprocating type pumps which should beable to provide specified test pressure gaugesand other necessary equipments, labour,operation charges, etc. required for testing. Therate under this item shall also include cost ofretesting, if necessary and reinstating to originalposition.. |
| 75 | Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge. |
| 76 | Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion. |
| 77 | Lowering, laying, jointing in positionfollowing CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves ) |
| 78 | 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 tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached.) |
| 79 | ProvidingandconstructingB.B.masonryvalvechamberwith15cmthick1:2:4 proportionPCCbedding,excludingexcavation,B.B. masonryin C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. |
| 80 | Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) |
| 81 | Refillingthetrenches withavailableexcavated stuffwithsoftmaterialfirstover pipelineandthenhardmaterialin15cmlayerswithallleadsandliftsincluding consolidation, surcharging,etc. complete. |
| 82 | Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in-charge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores.) |
| 83 | 100 mm |
| 84 | RCC ESR Cap 25000 LtrDesigning (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, |
| 85 | 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. |
| 86 | 80 mm dia.CI.D./F pipes |
| 87 | 80 mm dia.CI.D./F pipes |
| 88 | 80 mm dia.CI.D./F pipes |
| 89 | 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 |
| 90 | 80 mm dia. Sluice valve - Inlet/Bypass |
| 91 | 80 mm dia. Sluice valve - Washout |
| 92 | Providing and making flanged joints to flanged C.I./M.S. pipes of all classes/specials etc. including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, hydraulic testing etc. complete. |
| 93 | 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, unloading stacking etc. complete. |
| 94 | Distribution System Total Length = 6494 m 75 øTO 90 ø mm HDPE PN6-MATERIALProviding 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 GSTlevied by GI & GOM in all respect etc. complete. |
| 95 | 90 ø |
| 96 | Providing & Supply of Electro Fusion Fittingsin accordance with BS EN12201: Part-3 suitablefor drinking water with in black/ blue colourmanufactured from compounded PE80/ PE100virgin polymer and compatible with PE80/PE100pipes, in pressure rating SDR11 with min PN12.5rated for water application and shall be inclusive ofall cost such as testing, inspection charges,transportation up to store, transit insurance,loading, unloading, stacking excluding GST leviedby GOI & GOM in all respect, etc. complete. |
| 97 | Couplers 90 |
| 98 | Equal Tee 75 |
| 99 | Equal Tee 90 |
| 100 | Reducer 90x75 |
| 101 | LNPE 75 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint |
| 102 | LNPE 90 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint |
| 103 | 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. |
| 104 | 80 ø |
| 105 | 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.Without by pass arrangement - PN-1. |
| 106 | 80 ø |
| 107 | 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. |
| 108 | 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) |
| 109 | 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-in_x0002_charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) |
| 110 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259) |
| 111 | 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) from excavated stuff |
| 112 | Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes in proper position including allspecials 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 hydraulicjack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II |
| 113 | 90 ø |
| 114 | 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... |
| 115 | 90 ø |
| 116 | Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge. |
| 117 | 80 ø |
| 118 | Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion. |
| 119 | 80 ø |
| 120 | Lowering, laying, jointing in positionfollowing CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves ) |
| 121 | 80 ø |
| 122 | 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 |
| 123 | Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) |
| 124 | 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. |
| 125 | Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in-charge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores.) |
| 126 | 100 mm |
| 127 | Informatory Sign Boards and Trial Run & Chlorination Commisioning running and maintaining the scheme to quantities, rate capacity, including manning necessory personnel such as operator, valveman, etc, as pr requirements of the scheme and who should also administer chemical dose for a period of one month for individual scheme together with training of personnel spared by MJP/ Local Body and handling over the scheme to Local Body after completion of the above period as directed by Engineer - in charge. |
| 128 | Providing and fixing road junction/ information sign boards of size 1.80 x 1.20 Meter Prepared 16 guage M.S.sheet on frame of size 40x40x5 mm with cross bracing of size 35x35 x 5 mm including painting with on coat of zinc cromate stoving primer and two coats each of green/white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral /arrows, coated with non pealable crystal clear protective transperent coat retaining 100% reflection includingtwo angle iron post of size 65 x 65 x 6 mm of 3.65 m. long inflated at bottom drilled on top and painted in whiteand black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in- charge etc. complete. Mild Steel Board with Engineering Grade. |
AI Tender Summary
Tender Timeline
Sep 20, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedSep 29, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 03, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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