Tender For .Installation Of A Solar-Powered Water Tower At The Existing Handpump At Chhata More, Kanchanpur Panchayat (2) Construction Of A 3 Unit Community Toilet Complex Next To The Kaladih Community Building, Jiyalgadha Panchayat
Tender Value
6.64 Lakhs
Estimated cost
Bid Submission
18 Jul 2026
7 days left
EMD
13300
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 At The Existing Handpump At Chhata More, Kanchanpur Panchayat (2) Construction Of A 3 Unit Community Toilet Complex Next To The Kaladih Community Building, Jiyalgadha Panchayat
BOQ
| Sl. No. | Item Description |
| 1 | Provision & Installation of Solar 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 2000 LPH with lowering up to 57.00m suitable dia HDPE pipe &2.5sq mm x3core flat submersible cable of IS694:1190 including monol /Poly Crystalline PVC array (900WP) mounted on steel structure for storage water tank (5.00mhigh)in a suitable direction to optimize panel 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 . the system should be ECO-friendly. |
| 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 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 including cost of all materials, Over Load, Labours etc complete as directed |
| 3 | Polythene water storage tank of mark with cover and sitable locking system in double layer confirming to IS :12701-1996 WITH LATEST REVISION |
| 4 | 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 up to 50 M including all lifts levelling ramming the foundation trenches removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I. |
| 5 | Extra for earthwork in hard soil as per. Specification and direction of E/I (Vide classification of Soil item _B) |
| 6 | 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) |
| 7 | 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). |
| 8 | Providing designation 75B one Brick flat soling as per building specification and direction of E/I |
| 9 | 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 |
| 10 | 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 |
| 11 | Centering and Shutering including strutting propping etc.and remove all Foundation, Footing bases of Column etc for massconcrete |
| 12 | Column, pillers, piers and abutment etc |
| 13 | Lintels, Beams, Plinth Beam and Girders etc |
| 14 | Providing tor steel reinforcement of 10mm, 12mm & 16mm dia bars as per approved deign and drawing as per building specification and direction 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) |
| 15 | Providing 12mm thick cement plaster (1:6) as per building specification and direction of E/I |
| 16 | Sand (Lead 1+25 Km.(P)) |
| 17 | Brick (Lead (1+14) Km.(P)) |
| 18 | Stone Chips (Lead 30 Km.(P)) |
| 19 | Cement + rod (Lead 15 Km.(P)) |
| 20 | 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 section etc complete. |
| 21 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item B) and 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. |
| 22 | 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 volume) |
| 23 | 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. |
| 24 | Providing designation 75 B Brick work in CM(1:6) In foundation and plinth do-do-E/I |
| 25 | 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. |
| 26 | 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. |
| 27 | 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. |
| 28 | Supplying, fitting and fixing following pipes, fittings, bib cocks confirming relevant IS specifications including cost of all materials, labours etc all complete job as perstandard specifications and direction of E/I.(i))50 mm dia GI Pipe (Medium) (Wall) |
| 29 | (ii) 15 mm dia GI elbow |
| 30 | (iii) 15 mm dia GI nipple |
| 31 | (iv)15 mm dia GI socket |
| 32 | (vi) 15 mm dia brass bib cock(weight not less than 300gms) |
| 33 | 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 |
| 34 | Sand (Lead 1+25 Km.(P)) |
| 35 | Brick (Lead 1+14 Km.(P)) |
| 36 | Stone Chips (Lead 30 Km.(P)) |
| 37 | Cement + rod (Lead 15 Km.(P)) |
| 38 | 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 up to 50 M including all lifts levelling ramming the foundation trenches removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I. |
| 39 | Extra for earthwork in hard soil as per. Specification and direction of E/I (Vide classification of Soil item _B) |
| 40 | 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) |
| 41 | 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). |
| 42 | Providing designation 75B one Brick flat soling as per building specification and direction of E/I |
| 43 | 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 |
| 44 | 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 |
| 45 | Centering and Shutering including strutting propping etc.and remove all |
| 46 | Suspended floors roofs landing balconies and access platform |
| 47 | providing designation 75 B brick work in c.m (1:6)in foundation and plinth as per building specification and direction of E/I |
| 48 | Providing 50mm thick damp proof course with cement concrete M-150 with nominal mix of (1:2:4) with approved as per building specification and direction of E/I |
| 49 | Providing designation 75 B Brick work in C.M (1:6) in superstructure as per building specification and direction of E/I |
| 50 | Providing 12mm thick water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound including as per building specification and direction of E/I |
| 51 | Providing tor steel reinforcement of 10mm, 12mm & 16mm dia bars as per approved deign and drawing as per building specification and direction 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) |
| 52 | Providing 12mm thick cement plaster (1:6) as per building specification and direction of E/I |
| 53 | Providing 6mm. Thick cement plaster (1:4) in celling with clean coarse sand of F.M. 1.5 as per building specification and direction of E/I |
| 54 | Providing two coat snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper. Scaffolding, curing and taxes all complete as pr building specification and direction of E/I |
| 55 | Providing and laying vetrified floor tiles in different sizes (thickness to be specificed by the manufacture) with water absorption less than 0.08% and conforming to IS: 15622/ISO 13006 of approved make in all colours and shades, laid on 20mm thick cement mortar 1;4 *1 cement: 4 Coarse sand) jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. complete size of Tile 600x600mm |
| 56 | Supplying fitting and fixing M.S grill made of 20x60mm M.S. flat as per approved design and drawing properly fabricated with joints continuous fillet welded and finished smooth carriage of grill to work site hoisting as per building specification and direction of E/I |
| 57 | Supplying fitting and fixing 20 gauge G.C.I. Sheet gate fitted on M.S. Angle frame of size 60x60x6mm. Including cost of fabrication providing necessary locking arrangement with Haskell and downy duly fixed in P.C.C. (1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction E/I. |
| 58 | Providing two coat of synthetic enamel paint of approved shade and make over steel surface all complete as per building specification and direction of E/I. |
| 59 | Providing and laying 6 mm precast white glazed tiles in wall over 12 mm cm(1:3)and joint do-do-E/I(15X15CM) |
| 60 | Supplying fittig and fixing viterous white galazed indian water closet (580mm long) |
| 61 | Brass stop cock |
| 62 | Supplying fitting and fixing viterous shite glazed earthen ware I.W.C. of parry hindustan or any other I.S.S approved make with 100 mm H.C.I. \\"p\\" trap 15 litres C.I.. Or C. pull and let go flushing clstern of name or other I.S.S equivalent make, complete with all fitting,C.i.. or C.C brackets 32 mm alkathene/P.V.C telescopoc flush,pipe about 2 M long with one brass coupling and clamps G.I chain pull including supplying and fixing a pair of viterous white glazed earthenware where footrest to be fixed in floor 15 mm C.I body brass spindle stop cock of weigth not less than 50 grms. 15mm P.V.C connection pipe 450 mm long and the exposed pipe amd cistern with two coats of approved paint over a coat of red oxide primer etc all complete as per specification and direction of E/I. (C) 450 mm long I.W.C (b)with 12.5lit. low level C.I cistern |
| 63 | Providing and fixing male ended 15 mm dia brass bib cock of approved quality (wt. not less than 350 gms) with extra socket all complete as per specification and direction of E/I. |
| 64 | Providing and fixing CPVC pipes do……..do…… all complete job. Exposed on wall 32 mm nominal outer dia Pipes |
| 65 | Polythene water storage tank of mark with cover and suitable lcocking system in double layer confirming to Is 12701-1996 with latest revision |
| 66 | Add Carriage of MaterialSand (Lead 30 Km.(P)) |
| 67 | Brick (Lead 10 Km.(P)) |
| 68 | Stone Chips (Lead 25 Km.(P)) |
| 69 | Cement + rod (Lead 12 Km.(P)) |
| 70 | Septic TankE/w in excavation in foundation trenches in ordinary soil (vide classification of soil item A ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts ,leveling do-do all comp as per buiding specification and direction of e/i Septic tank 10'0\\"x6'0\\"x8'0\\" |
| 71 | providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm do-do all comp as per buiding specification and direction of e/i Septic tank 10'0\\"x6'0\\"x0'4\\" |
| 72 | providing designation 75B one flat soling joints filled with local sand including cost of watering, taxes, royality all comp as per building specification and direction of e/I 10'0''x6'0'' |
| 73 | providing p.c.c m150 (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse as per building specification and direction of e/I Septic tank 10'0\\"x6'0\\"x0'6\\" |
| 74 | Providing designation 75B brick work in c.m(1:6)in foundation and plinth with approved quailty of clean coars sand of f.m 2 to 2.5 including provinding 10mm thick mortar goints, to15mm depth all comp as per building specification and direction of e/I S tank 2x9'2\\"x0'10''x7'0\\"= 106.44 2x4'2\\"x0'10\\"x7'0\\"=48.34 |
| 75 | providing r.c.c M200 (1:1.5:3) in lintel with approved of stone chips (20mm to 6 mm) size graded and clean all comp as per building specification and direction of e/I 2x4'4''x0'5''x0'6'' |
| 76 | providing 12mm cement plaster (1:3) with clean coarse sand f.m 1.5 including cost of screening curing with all leads and lifts of water scaffolding,taxes,taxes and royality all comp as per building specification and direction of e/I 3x2x(3'4''+3'2'')x7'0'' |
| 77 | providing r.c.c M200 (1:1.5:3) in cover slab with approved of stone chips (20mm to 6 mm) size graded and clean all comp as per building specification and direction of e/I 10'0''x6'0'x0'4'' |
| 78 | providing tor steel reinforement of 8mm to 12mm dia bars as per approved design and drawing including carriage all comp as per building specification and direction of e/I (lintel -0.05 m3 + slab- 0.56 m3 )=0.61 m3x80kg/cum |
| 79 | Carriage of MaterialCement +Steel lead 12 km |
| 80 | Sand lead 30 km |
| 81 | Stone Chips Lead 25 Km |
| 82 | Bricks lead 10 km |
| 83 | Singh Board and Photograph |
| 84 | Goods & Service Tax (G.S.T. 18%) |
| 85 | 1% Labour Cess Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysJul 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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