Tender For Construction/Retrofitting Of Pipe Water Supply Scheme At Morawale, Tal. Jaoli, Dist- Satara
Tender Value
57.05 Lakhs
Estimated cost
Bid Submission
06 Oct 2023
0 days left
EMD
57055
Bank guarantee accepted
Document Fee
5250
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
jaoli → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction/Retrofitting Of Pipe Water Supply Scheme At Morawale, Tal. Jaoli, Dist- Satara
BOQ
| Sl. No. | Item Description |
| 1 | Ex Supply Well (Morawale)Strengthening |
| 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 refillingFor Head Works on nalla or any other siteof GSDA for initial lift of 0 to 1.5 MLift 0-1.5m |
| 3 | Lift 1.5 - 3m |
| 4 | Lift 3-4.5 m |
| 5 | Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc. |
| 6 | 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 |
| 7 | 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 refillingLift 06.50 to 07.50 M |
| 8 | Lift 07.50 to 09.00 M |
| 9 | Lift 09.00 to 10.50 M |
| 10 | Providingandlayingin situ followinggradesofcementconcreteoftrap/ granite/ quartzite /gneiss metal for foundationand bedding including dewatering,form work, compaction, curing, finishing etc. complete.a) M-150 |
| 11 | 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 structureBottom Ring ( 600 mm x300 mm ) |
| 12 | a) ForVertical Wall (6 m below GL & 1.2 m above GL )Above 1.2 m from GL |
| 13 | From GL to 5 m |
| 14 | 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 |
| 15 | 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. |
| 16 | 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 |
| 17 | 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 |
| 18 | Dewateringtheexcavatedtrenchesandpoolsofwaterinthe buildingtrenches/ pipeline trenches,well works by using pumps and other devices including disposing offwatertosafedistanceasdirectedbyEngineer-in-charge(includingcostof machinery, labour, fuel), etc. complete.7.5 BHP pumps daily 8 hrs for 12 days |
| 19 | 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 |
| 20 | 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 |
| 21 | Refillingthe trencheswith available excavatedstuff with soft material first over pipe lineandthenhardmaterialin15cmlayerswithall consolidation, surcharging etc. complete.Net Qty |
| 22 | HorizontalBorewell 45 m Each |
| 23 | Carrying out recupration/ yield test for aserting the discharge of constructed well/ excavated profile as directed by engineer in charge. The test carried out by drawing down water from well/ profile below normal/ subsoil water level upto full dept rise in water level is recorded. the normal water level/ subsoil water level in the well/ profile as well as strainer suction level at pump as per design of W.S. scheme shall be recorded prior to the test including the cost ofall materials. overhead, labours etc. completed as directed. the test shall be carried out as per technical circular No. 2597 dt.20/11/97 and shall be carried out for 7 days. |
| 24 | Ex Supply Well (Khamkarwadi)Horizontal Bore 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-chargeAdd for each additional lift of 1.5 Mbeyond initial lift 9.0 MLift 09.00 to 10.50 M |
| 25 | Lift 10.50 to 12.00M |
| 26 | Dewateringtheexcavatedtrenchesandpoolsofwaterinthe buildingtrenches/ pipeline trenches,well works by using pumps and other devices including disposing offwatertosafedistanceasdirectedbyEngineer-in-charge(includingcostof machinery, labour, fuel), etc. complete.7.5 BHP pumps daily 6 hrs for 7 days |
| 27 | HorizontalBorewell 45 m Each |
| 28 | 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 |
| 29 | Pumping Machinary For Morawale well 5 BHP, Discharge = 5357 LPH, Head = 37 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.Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) upto 8 stagesProvideduplicate set of submersible pump capable of discharging 5357 litres/hour against a total head 37 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. |
| 30 | Supplyingand erecting Cupboard type panel board. |
| 31 | 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. |
| 32 | Providing ISI mark G.I. pipeof followingclassanddia. including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete50mm dia (Medium) on well |
| 33 | 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)a) Without bypass arrangement - PN - 150 mm dia |
| 34 | 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.a) Sluice valve - PN - 1(Without bypass)50 mm dia |
| 35 | 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.)a) Sluice valve - PN - 1(Without bypass)50 mm dia |
| 36 | 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) |
| 37 | 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-EPPlate type Electrode (IS 3043)1. For panel board- 1No. |
| 38 | Supplying and erecting \"b\" class GI bend in position withnecessary material.50 mm dia |
| 39 | Supplying and erecting \"b\" classGI Teein position withnecessary material.50 mm dia |
| 40 | Pumping Machinary For Khamkarwadi well 3 BHP, Discharge = 3089 LPH, Head = 38 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.Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) upto 8 stagesProvideduplicate set of submersible pump capable of discharging 3089 litres/hour against a total head 38 M be driven by 3 B.H.P electrical motor directly coupled to it . One pump will be in operation and one pump will be standby. |
| 41 | Supplyingand erecting Cupboard type panel board. |
| 42 | 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. |
| 43 | Providing ISI mark G.I. pipeof followingclassanddia. including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete50mm dia (Medium) on well |
| 44 | 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)a) Without bypass arrangement - PN - 150 mm dia |
| 45 | 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.a) Sluice valve - PN - 1(Without bypass)50 mm dia |
| 46 | 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.)a) Sluice valve - PN - 1(Without bypass)50 mm dia |
| 47 | 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) |
| 48 | 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-EPPlate type Electrode (IS 3043)1. For panel board- 1No. |
| 49 | Supplying and erecting \"b\" class GI bend in position withnecessary material.50 mm dia |
| 50 | Supplying and erecting \"b\" classGI Teein position withnecessary material.50 mm dia |
| 51 | Rising Main Total Length = 700 m Providing 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.90 mm HDPE- 6 KG/cm2 |
| 52 | 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.Couplers 90 |
| 53 | Equal Tee 90 |
| 54 | LNPE 90 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint |
| 55 | 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.Medium Pipe80 ø GI |
| 56 | 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)Without by pass arrangement - PN -180 ø |
| 57 | 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. completeWithout by pass arrangement - PN -1 Scour Valve80 ø |
| 58 | 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. Air Valve Single Ball Flanged Type - PN -125 ø |
| 59 | Labour SectionExcavation 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.Lift 0 to 1.5 |
| 60 | 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)Lift 0 to 1.5 |
| 61 | 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)Lift 0 to 1.5 |
| 62 | 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)Lift 0 to 1.5 |
| 63 | 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)from excavated stuff |
| 64 | 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 II90 mm HDPE- 6 KG/cm2 |
| 65 | 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..Working pressure 6 kg/cm290 mm HDPE- 6 KG/cm2 |
| 66 | 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.Medium Pipe80 ø GI |
| 67 | 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.Medium Pipe80 ø GI |
| 68 | 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 )80 ø |
| 69 | 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.)upto 150mm |
| 70 | 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.As above of 60x45cm internal size and depth upto 0.9 m with precast R.C.C slab and cover. |
| 71 | 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)Forencasingand reconstruction of road |
| 72 | Refillingthetrenches withavailableexcavated stuffwithsoftmaterialfirstover pipelineandthenhardmaterialin15cmlayerswithallleadsandliftsincluding consolidation, surcharging,etc. complete.Net Volume of Refilling |
| 73 | 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.)80mm |
| 74 | 100 mm |
| 75 | RCC ESR Capacity 25000 Litre Staging Height 9 m 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.The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.)The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682 / 1985 for R.C.C. staging of overhead tanks.For design having more than 6 columns, provision of internal bracing is obligatory.Externalbracingsisalso obligatory.The entire structure shall be in M-300 mix only.Plainroundmildsteelbarsgrade-I conformingtoI.S.432part-I or high yield strength deformed bars conformingtoI.S.1786orI.S.1139 shall be used, grade-II mild steel bars will not be allowed.Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity.Staging shall have to be designed with stresses of M-200 concrete for ESR. Howeverall RCCconstructionshould be done in M-300.Theseratesare includingthe costof uplift pressure if any and entire dewatering during execution. In case of waterloggingareawherewateris stretch at shallow depth, extra provision of dewatering shall be made as per site condition.AllconditionsgivenintheMember Secretary\"sCircularNo. MJP/ TS-I/ 350 / 1668 dt. 2-8-97 and MJP / S-I / 350 / 2127 dt. 13-7-99 shall be strictly followed andadditional cost, if any, due to these conditionsis includedin the rates mentioned below.75%partrateshallbepayablefor reinforcementconcreteand plastering items of containers of E.S.R. till satisfactoryhydraulictesting for water tightnessisgiven;andtillthatwork shall be treated as incomplete.Theratesindicatedinthetableare excludingthecostofpipes,specials andvalvesrequiredforinlet,outlet, washout, overflow and bypass arrangement. The scope of work, however, includes costoferecting, laying and jointing of pipes and valves including cost of jointing materials upto 5Mbeyondouterfaceof outermost column.ForESRupto500cumcapacityC.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall beused.ForESRabove500cum capacityC.I./M.S.pipeassemblywith minimum 8 mm thickness upto 500 mm diaandminimum10mmthickness above 500 mm dia can be used with properanti-corrosiveepoxy treatment from inside and outside.Belowmentionedratesarefor foundations with individual footing with bearing capacity of20tonnes per squaremetre.Forraft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is morethan5 MT/sqmandupto10 MT/sqm.This%of5%or 7.5%is applicable for estimationof amount of lumpsumitem of ESR. For extra item due to change from individual foundationtoraft, actualincreasein concreteandsteelbepaidasper relevant DSR item.The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increasedby another10%. These rates are applicable where raft is not feasible. For pile foundations sulphate resistant cement shall only be used. Single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of ESR.The rates are applicable for staging heightof 12 M. Theseratesshallbe increasedor decreasedfor per metre variation in this staging height as below:Following rates are for seismic zone III. For zone IV, these rates shall be increased by 5% and for zone II, these rates shall be decreased by 5%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. (Seismic maps attached in this CSR).RCC ESR 25000 LITRES STAGING HEIGHT 9 M HEIGHT OF TANK 3 MCost of 50000 LtrCost of 15000 Ltr @14.4RCC ESR 65000 LITRES STAGING HEIGHT 9 M HEIGHT OF TANK 3 MTOTAL COST FOR RCC ESR 25000 LITRES STAGING HEIGHT 9 M HEIGHT OF TANK 3 M |
| 76 | 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. Inlet 80 mm dia.CI.D./F pipes |
| 77 | Outlet100 mm dia.CI.D./F pipes |
| 78 | Overflow80 mm dia.CI.D./F pipes |
| 79 | Washout80 mm dia.CI.D./F pipes |
| 80 | 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. completeSluice valves PN-1 without bye-pass arrangement100 mm dia. Sluice valve - Outlet/Distribution |
| 81 | 80 mm dia. Sluice valve - Inlet/Bypass |
| 82 | 80 mm dia. Sluice valve - Washout |
| 83 | 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.80 mm |
| 84 | 100 mm |
| 85 | 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. |
| 86 | Distribution System Total Length = 2484 m 75 ø to 90 ø HDPE PN6Providing 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.75 ø |
| 87 | 90 ø |
| 88 | 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.Couplers 75 |
| 89 | Couplers 90 |
| 90 | Equal Tee 75 |
| 91 | Equal Tee 90 |
| 92 | Reducer 90x75 |
| 93 | LNPE 75 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint |
| 94 | LNPE 90 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint |
| 95 | 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.Medium Pipe65 ø |
| 96 | 80 ø |
| 97 | 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-1.65 ø |
| 98 | 80 ø |
| 99 | LABOURExcavation 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.Lift 0 to 1.5 |
| 100 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Lift 0 to 1.5 |
| 101 | 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)Lift 0 to 1.5 |
| 102 | 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)Lift 0 to 1.5 |
| 103 | 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 |
| 104 | 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 hydraulicjack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part IIWorking Pressure 6 kg/cm²75 ø |
| 105 | 90 ø |
| 106 | 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...75 ø |
| 107 | 90 ø |
| 108 | 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.Medium Pipe65 ø |
| 109 | 80 ø |
| 110 | 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.Medium Pipe65 ø |
| 111 | 80 ø |
| 112 | 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 )65 ø |
| 113 | 80 ø |
| 114 | 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. complete100 mm x 225 mm (20 kg) |
| 115 | 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)For Road Reconstruction PCC M150 |
| 116 | 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.Net volume of refilling |
| 117 | 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.)80mm |
| 118 | 100 mm |
| 119 | INFORMATORY SIGN BOARDS, TRIAL RUN AND 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.For single village ( for 1 months ) |
| 120 | Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor, 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 coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 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 directed by Engineer in Chargewith two coats of greystove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground levelas per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete. |
| 121 | FUNCTIONAL HOUSEHOLD TAP CONNECTION (FHTC) 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 Heavy duty Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable 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 inA) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul) for HDPE & PVC pipeFor MDPE/UPVC Pipe Service Connection on Disribution main.(Without Road Crossing)For 15 mm Service connection |
| 122 | For MDPE/UPVC Pipe Service Connection on Disribution main.(With Road Crossing)For 15 mm Service connection |
AI Tender Summary
Tender Timeline
Sep 23, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedOct 06, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 09, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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