Tender For 65 Construction Of Solar Tank In Hand Pump Near The House Of Daddaha Ishwar Marandi Under Dolabad Panchayat.
Tender Value
3.21 Lakhs
Estimated cost
Bid Submission
30 Dec 2023
0 days left
EMD
6500
Bank guarantee accepted
Document Fee
750
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
baliapur → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
65 Construction Of Solar Tank In Hand Pump Near The House Of Daddaha Ishwar Marandi Under Dolabad Panchayat.
BOQ
| Sl. No. | Item Description |
| 1 | Provision&InstallationofSolarPoweredsubmersible Autorun&StopDCPumpMotor(900Wp)ofstainless steelsuitableforminimum125mmx115mm borewell operatinghead60.00mdischarge rateminimum2000 LPH withloweringupto57.00msuitable diaHDPE pipe &2.5sq mm x3core flat submersible cable of IS694:1190 including monol /Poly Crystalline PVC array (900WP)mountedonsteelstructureforstoragewater tank (5.00mhigh)in a suitable direction to optimize panel usesandwithstandthewindpressureupto200Km/hour &making suitable arrangements to operated Hand pump manually in the same bore when there is no solar powerincluding5yearswarrantyagainstdefectsin materials and workmanship with locking arrangement of switch board . the system should be ECO-friendly.Note : (a)ThePVCModulesshouldbemountedonhotdip galvanized metallic structure of adequate strength &appropriate design.(b)Components &parts used in the solar pumping system includingthemetallicstructure(MS)shouldconfirmto the BIS(c)Theratesarepumpingsystemincludescompressive maintenancecontractfor5years.DuringCMCperiod the contractor has to visit the installation on quality basis and also on intimation of Defect from user . During CMC Contractor shall have to repair /replace the parts found defective due to manufacturing defect free of cost.(d)Max-m shut off head 120.00meter.(e)Discharge5000litersperdayfor90.00mDynamic head(f)Cable 2.5mmx3core as per IS 694(g)Control panel suitable for above pumpset with arrangement of dryrun protection ,sensor,float switch &rain preventive box etc.(h)Lighting arrestor.(i)Controller for censer for over flow and dry bore. |
| 2 | Carrying out recuparation/ Yeild test for ascertaining the discharge of constructed well/ excavetad profile as directed by the EIC. The test carried out by thedrawingdownwaterfromthewell/profilebelow normal/subsoilwaterleveluptofulldepthriseis recordedthenormalwaterlevel/subsoilwater level in the well/ profile as well as strainer/ level at pump as per design of W.S. Scheme shall be recordedpriortothetestincludingcostofall materials, Over Load, Labours etc complete as directed |
| 3 | Supplying all labours, tools & equipments for dismnatlingofheadandwatertankassebyand takingout32mmdiaoldG.I.pipe,connectiong Road,clylinderassemblythedismnatled componentsafternecessarychangingformaking theT/Wingoodconditionwithalltransportation including unused taken out materials back in store all complete job as per direction of E/I. |
| 4 | supplying all materials, labours and fixing IM-II hand Pumpwithallaccessoriesallcompletejobasper direction of E/I including carriage of materials. (SOR DWSDPage No.- 66-137) |
| 5 | Supplying all tools equipments and labour and lowing 32 mm dia medium quality G.I. Pipe in drilled T/W in 3 Mtrs. Length all complete as per dirctionE/I including carriage of materials. (SOR DWSDPage No.- 66-135) |
| 6 | Supplying all tools, labour for fitting and fixing deep wellcylinderwithnecessaryconnectingrod complete job as per specification & direction of E/Iincluding carriage of materials. (SOR DWSDPage No.- 66-136) |
| 7 | Supplying ISI marked special WaterTank Assembly Mark-II(G.I.)conformingtoIS15500/2004with latest revisions suitable for dual water supplyarrangement. (SOR DWSDPage No.- 41- 66(a)) |
| 8 | SupplyingISImarkedC.I.Cylinderassemble completesetforMark-IIconformingtoIS 15500/2004 with latest revisions. (SOR DWSDPage No.- 41-70(a)) |
| 9 | Polythene water storage tank of mark with cover and sitable locking system in double layer confirming to IS :12701-1996 WITH LATEST REVISION (SOR DWSD Page No.- 31- M079) |
| 10 | (3) Civil WorkEarthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.Extra for earthwork in hard soil as per specification and direction of E/l (5.1.1) |
| 11 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.Extra for earthwork in hard soil as per specification and direction of E/l (vide classification of soil item-B) (5.1.2) |
| 12 | Filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5M all complete as per building specification and direction of E/I (Mode of measurement compacted volume)(5.1.7) |
| 13 | Providing coarse clean Sand in Filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including\" cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). (5.1.10) |
| 14 | Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. (5.6.3) |
| 15 | Providing P.C.C.M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l. (5.3.1.2) |
| 16 | Providing R.C.C. M - 200 with nominal mix of (1:1.5:3)with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l. (5.3.2.1) |
| 17 | Centering and Shutering including strutting propping etc.and remove all(Foundation, Footing bases of Column etc for mass concrete) (5.3.17.1) |
| 18 | Centering and Shutering including strutting propping etc.and remove all(Column, Pillers, Piers and abutment etc) (5.3.17.6) |
| 19 | Centering and Shutering including strutting propping etc.and remove all(Lintel, Beams, Plinth Beam and Girders etc) (5.3.17.5) |
| 20 | ProvidingT.M.T. Reinforcementoffollowing dia Rods as perapproved designand drawing includingcarriage of M.S. Rods of (Straightorin coils)to worksite, cutting, bendingandbinding with annealedwirewithcostofwireremoval ofrustplacingtherods in position all complete as perbuilding specification and direction and direction of E/I. (5.5.5b) |
| 21 | Providing 12mm cement plaster(1:6)with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all completeas per building specification and direction of E/I. (5.7.3) |
| 22 | Carriage of MaterialSand From (Lead 1+25 Km.(P)) |
| 23 | Bricks from (Lead (1+14) Km.(P)) |
| 24 | Stone Chips From (Lead 30 Km.(P)) |
| 25 | Cement+Steel From(Lead 15 Km.(P)) |
| 26 | (4) Construction of Galvanized Tubular Steel Structure for HDPE Water storage Tank & Panel Providing structural steel galvanised tubular hollow section work in trusses, other similar trussed purlins and members with all bracing ,gusset plates etc asperdetaileddesignanddrawingorasdirectedbyEngineer-in-charge, includingcuttingfabricating, hoisting,erectingandfixinginposition, makingriveted/bolted/weldedconnectionsandonecoatofanticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing andapplyingmaterials&labourforhotdipgalvanizingofabovestructure includingtransportationforgalvanizingminimumthickness80microns(Net wt.ofcomponentstobeGalv)preferablyTATAstructuralsectionetc complete. (DSR 10.16.1) |
| 27 | (5) Estiamte of platform & stand postEarth work in excavationin foundation trenches in ordinary soil (videclassificationof soil item B) and disposal of excavated earth as obtainedto adistanceupto 50 M. including all lifts, levelling, rammingthe foundationtrenches, removing roots of trees, shurbsall complete as per approved design, building specification and direction of E/I. (3.1.1.1 DWSD) |
| 28 | Providing coarse clean Sand in Filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including\" cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). (5.1.10) |
| 29 | Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. (5.6.3) |
| 30 | Providing 75B work in CM(1:6) in foundation and Plinth with approved quality of cean coarse sand of F.M 2 to 2.5 including provding 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing taxes and royalty all complete job as per specification and direction of E/I all complete job. (5.2.6) |
| 31 | Providing R.C.C. M - 200 with nominal mix of (1:1.5:3)with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l. (5.3.2.1) |
| 32 | Providing 12mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete asper building specification and direction(5.7.2) |
| 33 | Providing 1.5mm cement punningcuring, carriage of water with all leads and lifts of water, scaffolding taxes and royalty all complete asper building specification and direction(5.7.11) |
| 34 | Supplying, fitting and fixing following pipes, fittings, bib cocks confirming relevant IS specifications including cost of all materials, labours etc all complete job as per standard specifications and direction of E/I.(i) 50 mm dia GI Pipe (Medium) (Wall) (M193 PG 31) |
| 35 | (ii) 15 mm dia GI elbow(3.1.13.1.a) |
| 36 | (iii) 15 mm dia GI nipple (3.1.13.4.a) |
| 37 | (iv)15 mm dia GI socket(3.1.13.8.a) |
| 38 | (vi) 15 mm dia brass bib cock(weight not less than 400gms) (M923 PG 31) |
| 39 | Supplying tools and making connection of new GI distribution branch 15 mm to 50 mm dia with existing GI main by providing and fixing GI Tee including cutting of pipe at two places, threading their ends, providing long screw and a GI nipple all complete as per specification and direction of E/I.(a) 15 mm dia branch line for stand post from 32 mm dia existing distribution line (3.1.20(a) |
| 40 | Carriage of Material Sand (Lead 1+25 Km.(P)) |
| 41 | Brick (Lead (1+14) Km.(P)) |
| 42 | Stone Chips(Lead 30 Km.(P)) |
| 43 | Cement + rod(Lead 15 Km.(P)) |
| 44 | Singh Board and Photograph |
| 45 | Goods & Service Tax (G.S.T. 18%) |
| 46 | 1% Labour Cess |
AI Tender Summary
Tender Timeline
Dec 19, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedDec 30, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 03, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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