Tender For Bairain Sindi Pumping Water Supply Scheme Pauri Block Under Pauri Division
Tender Value
4.71 Crore
Estimated cost
Bid Submission
13 Feb 2023
0 days left
EMD
9.43 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
sindi → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Bairain Sindi Pumping Water Supply Scheme Pauri Block Under Pauri Division-Supplying , Carting , Laying And Jointing Of G.I Pipe ( M ) , Source Work , Reservoir& Providing Functional House Hold Tap Connection ( Fhtc ) For Appropriate & Qualitative Drinking Water For Each House Hold And All Other Appurtenantworks Etc Complete Sindiwater Supply Scheme Under Pauriblocks In District Pauri.
BOQ
| Sl. No. | Item Description |
| 1 | SITC of Pump, Motor Spare Parts and Supplying ,carting , laying and jointing of G.I pipe (M), Source work ,Reservoir& qualitative drinking water for each house hold and all other appurtenantworks etc complete SINDIwater Supply scheme Under PAURIblocks in District Pauri. All rates shall be included all types of taxes and G.S.T. It is necessary the contractor will start the work from source to Distribution System. If any dispute in the source than other workwill not done by the contractor |
| 2 | ConstructionofaCrossWallincludingsupplyofallmaterial, |
| 3 | ConstructionofaFerenchWell250mmincludingsupplyofall |
| 4 | ConstructionofRapidSandFilterof0.60MLDof2unitfilter |
| 5 | 100 mm dia GI medium class perforated pipe having 10 mm dia |
| 6 | Fillingpebbles or stone25 mm to 50 mm size in gallary for water |
| 7 | Providing &Filling largestonespitchingincludingsupplyof all |
| 8 | Protection worksR.R.1:6 Stone masonry |
| 9 | Protection worksR.R.dry Stone masonry |
| 10 | P.C.C 1:4:8 |
| 11 | Investigation, design and construction of following RCC SUMP / semi sunk reservoir including testing, cost of all pipes & fittings, supply and cartage of all material, Labour and T&P etc,complete. StructuraldesignshouldbefromIITorequivalentinstitution.(Cap. in KL)120 |
| 12 | 60 Kl |
| 13 | Protection worksR.R.1:6 Stone masonry |
| 14 | Protection worksR.R.dry Stone masonry |
| 15 | P.C.C 1:4:8 |
| 16 | Investigation, design and construction of following Pump House |
| 17 | Investigation, design and construction of following Staff Quarter |
| 18 | SITCof horizontal splitcasing centrifugal pumpsfor MPS discharge354.49, LPM, 527 mtr head, withsuitablemotor and base frame and foundation complete . Pump and motor setsindi |
| 19 | SITCof horizontal splitcasing centrifugal pumpsfor MPS discharge234.50, LPM, 294 mtr head, withsuitablemotor and base frame and foundation complete .Pump and motor set |
| 20 | Cabling from Control Panel to Pump |
| 21 | Cable Tray |
| 22 | Cable Glands |
| 23 | MS Fabricated Base Frame with Coupling Guard |
| 24 | coupling |
| 25 | Motor Canopy |
| 26 | Inlet and Outlet Mannual Valves (Sluice Valves) |
| 27 | Installation of Pump & Motor,Cable Laying & Termination on |
| 28 | Control Panel with 2 VFD (One running, One standby), |
| 29 | Mandatory Tools & Spares |
| 30 | Non-Returning Valves |
| 31 | Transportation with Loading & Unloading |
| 32 | Providing of all materials, carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MSERW PipesgradeYst210,Jointingbyelectricweldingprocesswith propergradeofelectrodessuitableforjointingofwatersupply lines(Ador, L&T or equivalent electrodes) by cutting of pipes and makingrequiredbendsbywelding,completionofworkwith testing of pipe line etc complete. All 4.80 mm and 3.20 mm thickMSERW Pipe. |
| 33 | 80 mm 3.2 mm thick |
| 34 | Earth work in excavation by mechanical means (Hydraulic Excavator) / manual meansin foundationtrenches ordrains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m,including getting outtheexcavatedsoilanddisposalofsurplusexcavatedsoilas directed, withina lead of 50m.For pipeline infollowing strata includingsupplyoflabour,T&P.etccomplete.Assumingthat 90%pipeline is laid in trenches,it isestimated that75% excavation will be in soil mixed with shingle, bajri & boulders and rest 25% will be in medium rock.In soil mixed with boulders @ 75 % |
| 35 | In soft rock @ 25 % |
| 36 | Cartageoffollowingpipes,specials&fittingsfromKotdwarto site store for proper completion of works.100 mm 4.8 mm thick |
| 37 | 80 mm 3.2 mm thick |
| 38 | Supplyandfixingofthefollowingfittingsincludingcartageof materials, labour and T&P etc. complete. Wheel Valve/GateValveFor 80 mm dia |
| 39 | Air Valve |
| 40 | Non Returning Valve1.00 |
| 41 | For 80 mm dia |
| 42 | Supply of all materials, labour and T&P etc. and construct |
| 43 | Air Valve Chamber 45cm x 45cm size |
| 44 | Non Returning Valve Chamber 45cm x 45cm size |
| 45 | Supply of all materials, labours, T.&P. etc. andconstruct Anchor |
| 46 | 1.15 m X 1.15 m X 1.15 m |
| 47 | 1.25 m X 1.25 m X 1.25 m |
| 48 | 1.30 m X 1.30 m X 1.30 m |
| 49 | 1.40 m X 1.40 m X 1.40 m |
| 50 | 1.60 m X 1.60 m X 1.60 m |
| 51 | Protection worksR.R.1:6 Stone masonry |
| 52 | Protection worksR.R.dry Stone masonry |
| 53 | P.C.C 1:4:8 |
| 54 | Investigation,designandconstructionoffollowingRCCCWR/ semi sunk reservoir including testing, cost of all pipes & fittings, supply and cartage of all material, Labour and T&P etc,complete. StructuraldesignshouldbefromIITorequivalentinstitution. (Cap. in KL)50 KL |
| 55 | 25.00KL Back Wash |
| 56 | 2.00KL |
| 57 | 4.00KL |
| 58 | 5.00KL |
| 59 | 10.00KL |
| 60 | 12.50KL |
| 61 | 15.00KL |
| 62 | 17.50KL |
| 63 | Supplyand installationofbuckettypechlorinatorof25liters |
| 64 | Protection worksR.R.1:6 Stone masonry |
| 65 | Protection worksR.R.dry Stone masonry |
| 66 | P.C.C 1:4:8 |
| 67 | Providing of all materials, carting from site store to site of work, Laying& Jointingof G.I.screwed pipes(including supply of all jointingmaterials likespecials ,whitelead,,hempand oil etc) in trencheswithitscutting,threadingandtestingofpipelineetc complete.65mm dia |
| 68 | 50mm dia |
| 69 | 40mm dia |
| 70 | 32mm dia |
| 71 | 25mm dia |
| 72 | 20mm dia |
| 73 | Earth work in excavation by mechanical means (Hydraulic Excavator) / manual meansin foundationtrenches ordrains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m,including getting outtheexcavatedsoilanddisposalofsurplusexcavatedsoilas directed, withina lead of 50m.For pipeline infollowing strata includingsupplyoflabour,T&P.etccomplete.Assumingthat 90%pipeline is laid in trenches,it isestimated that75% excavation will be in soil mixed with shingle, bajri & boulders and rest 25% will be in medium rock.In soil mixed with boulders @ 75 % |
| 74 | In soft rock @ 25 % |
| 75 | Cartageoffollowingpipes,specials&fittingsfromKotdwarto site store for proper completion of works.for 65 mm dia |
| 76 | for 50 mm dia |
| 77 | for 40 mm dia |
| 78 | for 32 mm dia |
| 79 | for 25 mm dia |
| 80 | for 20 mm dia |
| 81 | Supplyandfixingofthefollowingfittingsincludingcartageof materials, labour and T&P etc. complete. Wheel Valve/Gate Valve for 80 mm dia |
| 82 | for 40 mm dia |
| 83 | for 32 mm dia |
| 84 | for 25 mm dia |
| 85 | for 20 mm dia |
| 86 | Supply of all materials, labour and T&P etc. and construct following valve chambers as per type design.Wheel ValveChamber 45cm x 45cm size |
| 87 | Protection worksR.R.1:6 Stone masonry |
| 88 | Protection worksR.R.dry Stone masonry |
| 89 | P.C.C 1:4:8 |
| 90 | Earth work in excavation by mechanical means (Hydraulic Excavator)/manualmeansinfoundationtrenchesordrains(not exceeding 3.0 m in width on plan) including dressing of sides and rammingofbottoms,liftupto1.5m,includinggettingoutthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.Briddle Path |
| 91 | Providingandfixing15mmdia.G.I.pipescompletewithG.I. |
| 92 | Testing of Water |
| 93 | Expenditure trail & Testing (6 month) |
| 94 | Godown & Hiring Charges |
AI Tender Summary
Tender Timeline
Feb 01, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 13, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 14, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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