Tender For Installation Of A Solar-Powered Water Tower With Deep Boring At Veer Birsa Club, Chach Linepar, Under Chach Panchayat.
Tender Value
5.32 Lakhs
Estimated cost
Bid Submission
29 Aug 2026
2 days left
EMD
10700
Bank guarantee accepted
Document Fee
1250
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dhanbad → Jharkhand
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Installation Of A Solar-Powered Water Tower With Deep Boring At Veer Birsa Club, Chach Linepar, Under Chach Panchayat.
BOQ
| Sl. No. | Item Description |
| 1 | Deep Boring & Installation DW&SD Cost of Drilind 200 mmx16Smmx125 mtr deep bore well in all kind of Soil andPage rock in rural area for instalation of pump set with Hydrolic DTII Rig machine all no-130 complete including all materials, tools,driling rig, air compressure and (SI. No- equipments as well as fule, lubricants and cost of transportation of rigmachine 119) and other vehical up to Site. (a) From 0.00 M to 50.00 M below G.L. |
| 2 | (b) From 51.0 M to125.00 M |
| 3 | D.S.R. Supplying, assembling, lowering and fixing in vertical position in bore well, un-Item plasticized PVC medium well casing (CM) pipe of required dia, all complete, for No. all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia. 23.3.2 |
| 4 | DSR Development of tube well in accordance with IS : 2800 (part I) andlS: 11189, to23.12 establish maximum rate of usable water yield withoutsand content (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well isfully developed, measuring yield of well by \\"V\\" notch method or anyother approved method, measuring stalic level & draw down etc. bystep draw down method, collecting water samples & getting testedin approved laboratory, i/c disinfection of tubewell, all complete,includinghire & labour charges of air compressor, tools & accessoriesetc., all as perrequirement and direction of Engineer-in-charge |
| 5 | DSR Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe23.14.2 of tubewell as per IS : 2800 (part I) including necessary bolts & nuts of requried size complete. 200 mm clamp |
| 6 | DSR Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal18.8.4 stability for hot & cold Water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe withclamps at 1.00 m spacing. Ihis includes jointing of pipes & fittingswith one st µ CPVC oivent cement and testing of joints complete as per direction of Engineer in Charge. (Excluding GST)32 mm nominal outer dia Pipes |
| 7 | Supplying and Fitting Solar Pumping Provision & Installation ofSolar Powered submersible Auto run & Stop DC Pump Motor (900 Wp)of stainless steel suitable for minimum 125mmx115mm bore well operating head 60.00m discharge rate minimum 2000LPH with lowering up to 57.00m suitable dia HOPE pipe &2.5sq mm x3core flat submersible cable ofIS694:l 190 including rrionql /Poly Crysta_lline PVC array (900WP) mounted·on steel structure for storage water tank (5.00mhigh)in a suitable direction to optimizepanel uses and withstand .the wind pressure up to 200 Km/hour &making suitable arrangements to operated Hand pump manually in the same bore when there is no solar power including 5 years warranty against defects in materials and workmanship with locking arrangement of switch board . |
| 8 | Carrying out recuparation/ Yeild test for ascertaining the discharge-of constructed well/excavetad profile as directed by the EIC. The test carried out by thedrawing down water from the well/ profile below normal/subsoil water level upto full depth rise is recorded the normal water level/· sub soil water level in the well/ profile as well as strainer/ level at pump as per design of W.S. Scheme shall be recorded prior to the test |
| 9 | Polythene water storage tank of mark with.cover and sitable locking system in double layer confirming to IS :12701-1996 WITH LATEST REVISION |
| 10 | Construction of RCC Foundation for Steel structure staging & Solar panel(Sub Estim,_.ate No:---02) Earthworkinexcavation in foundation trenches including all lifts leveling running the foundation trenches andremoving roots of trees shrubs_all complete as pear pprodesign,building speci!ication and direction of E/1. |
| 11 | Extra for earthwork in hard soil as per. Specification and direction of E/l (Vide classification of Soil item_B) |
| 12 | 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 buy lading specification and direction of E/I (Mode of measurement compacted volume). |
| 13 | Providing designation 75B one Brick flat soling as per building specification and direction of E/I |
| 14 | Providing P.C.C M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6 mm 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/I |
| 15 | Providing R.C.C M-200 in nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20mm to 6 mm 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/I |
| 16 | Centering and Shutering including strutting propping etc.and remove all Foundation, Footing bases of Column etc for mass concrete |
| 17 | Column, pillers, piers and abutment etc |
| 18 | Lintels, Beams, Plinth Beam and Girders etc |
| 19 | Providing tor steel reinforcement of 10mm, 12mm & 16mm dia bars as per approved deign and drawing as per building specification and dirction of E/I (a) 10mm (TMT coil Fe 500) (only valid for TATA(Tucson), SAIL, JSPL, Elcetrosteel Ltd. Bokaro and Vizag(RINL) (b) 12mm (TMT coil Fe 500) (only valid for TATA(Tiscon), SAIL, JSPL, Elcetrosteel Ltd. Bokaro and Vizag(RINL) (c) 16mm (TMT coil Fe 500) (only valid for TATA(Tiscon), SAIL, JSPL, Elcetrosteel Ltd. Bokaro and Vizag(RINL) |
| 20 | Providing 12mm thick cement plaster (1:6) as per building specification and direction of E/I |
| 21 | Add Carriage of Material Sand (Lead 1+27 Km.(P)) |
| 22 | Brick (Lead (1+14) Km.(P)) |
| 23 | Stone Chips (Lead 18 Km.(P)) |
| 24 | Cement + rod. (Lead 15 Km.(P)) |
| 25 | Structural steel galvanised tubular hollow section work in trusses Providing structural steel galvanised tubular hollow section work in trusses, other similar trussed purlins and members with all bracing ,gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge,including cutting fabricating ,hoisting , erecting and fixing in position , making riveted/bolted /welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns (Net wt. of omponents to be Galv) preferably TATA structural coating etc complete. |
| 26 | Construction of (5FTX4FT) PCC Platform with 2FT high Brick masonary post Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item B) and dwsd disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling ,ramming the foundation trenches,removing roots of trees, shurbs all complete as per approved design,building specification and direction of E/I. |
| 27 | Providing,coarse clean sand in filling in foundation trenches/in plinth including ramming & watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty,& taxes all complete as per building specification & direction of E/I.(mode of measurement compacted |
| 28 | 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/I. |
| 29 | Providing designation 75 B Brick work in CM(1:6) In foundation and plinth do-do-E/I |
| 30 | Providing P.C.C.M20 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade-III (50 mm to25mm size)clean coarse sand of F.M. 2.5 to 3including screening,shuttering,mixing cement concrete in mixer and placing in sition,vibrating,striking,curing taxes and royalty all complete. as per building specification and direction of E/I. |
| 31 | Providing 12 mm thick cement plaster(1:4) with clean coarse sand of FM1.5including screening,curing,with all leads and lifts of water,scaffolding,taxes and royalty all complete as per specification and direction of E/I. |
| 32 | Providing 1.5 mm thick cement punning including screening, curing,with all leads and lifts of water, scaffolding, royalty all complete as per pecification and direction of E/I. |
| 33 | 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) |
| 34 | (ii) 15 mm dia GI elbow |
| 35 | (iii) 15 mm dia GI nipple |
| 36 | (iv)15 mm dia GI socket |
| 37 | (vi) 15 mm dia brass bib cock(weight not less than 300gms) |
| 38 | 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 |
| 39 | Add Carriage of Material Sand (Lead 1+27 Km.(P)) |
| 40 | Brick (Lead 1+14 Km.(P)) |
| 41 | Stone Chips (Lead 18 Km.(P)) |
| 42 | Cement + rod (Lead 15 Km.(P)) |
| 43 | Add cost for Signboard and Photography |
| 44 | Goods & Service Tax (G.S.T. 18%) |
| 45 | 1% Labour Cess Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysAug 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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