Tender For Installation Of Solar Submersible Drinking Water With Distribution System Near The House Of Suraj Munda At Bonochhya Busty Under Kalchini Gp Within Kalchini Block, Alipurduar District.
Tender Value
14.85 Lakhs
Estimated cost
Bid Submission
29 Oct 2026
14 days left
EMD
29712
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jalpaiguri → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Installation Of Solar Submersible Drinking Water With Distribution System Near The House Of Suraj Munda At Bonochhya Busty Under Kalchini Gp Within Kalchini Block, Alipurduar District.
BOQ
| Sl. No. | Item Description |
| 1 | Labour for boring through any type of soil for sinking tube well of required dia. with top enlargement by rig boring system (either by reserve circulation or by direct rotary method) including hire charges and labour for rig machine, tools and plants, staging, force pumping set and making arrangement for water required for boring etc. complete and lowering of pipes, strainers, blind pipes etc. complete. (a) For depth upto 250 metre for 100 mm dia. Tube well with top enlargement of 200 mm dia.(upto 50 metre). (i) First 50 metre. |
| 2 | (ii) Next 50 metre |
| 3 | Supplying, fibre glass reinforced Epoxy resin slotted of 1 mm slot width in 6.1 m length of approved make and as per direction of the Engineer-in Charge. (a) 100 mm nominal dia, (i) 6.00 mm wall thickness. |
| 4 | Supplying, fitting and fixing heavy type bell mouth reducing socket. (i) 50 mm X 100 mm. |
| 5 | Supplying M.S. male / female adopter of approved make and brand for coupling of M.S. pipe and fibre glass strainers, as per direction of the Engineer - in - Charge. (i) 100 mm. |
| 6 | Supplying, fittingand fixing 300 mm M.S. housing clamp of approved quality. |
| 7 | Providing 200 mm centre guide. i) With Clamp |
| 8 | Sypply of E.R.W.M.S. (Electrical Resistant Welded M.S.) black pipe of TATA make (heavy quality) as per standard specification, 5 mm thick. (i) 100 mm dia. (internal). |
| 9 | Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-in charge including cost of all materials labour and equipment complete. |
| 10 | Packing annular space between the outside of the housing pipe and the bore with puddled clay balls of approved size as per direction of the Engineer-in-charge with cost of all materials and labour complete. |
| 11 | Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with 'V' notch including hire and labour charges for all tools and plants and scaffolding as required. |
| 12 | Labour for making arrangement for showing verticality test including the cost for hire charges of tools and plants, scafolding, labour etc. all complete. |
| 13 | Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction. |
| 14 | Supplying, fitting and fixing G.I. cap at top. (i) 100 mm |
| 15 | Supplying, fitting and fixing CPVC (Chlorinated Poly vinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, long screw, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixingetc. complete inall respect including cost of all necessary fittings as required, jointing materials in any position above ground. (Paymentwill be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. a) For Exposed Work, (i) CPVC Pipes Class-1, SDR-11,. 32 mm Dia. |
| 16 | 15 mm |
| 17 | Supply & fixing & installation of CC muffing of feeder piller (2'x2.5'x1') box febricated by 14 SWG MS sheet with angle for main switch starter as stated below with hinged door and locking arrangement as per direction of EIC. (a) 230/250V, 15A, SPN SFU with re-wireable fuse (L&T), (b) 230V, 1.5 HP, DOL Starter with A & V meter (L&T), © Dener board - 1 Set. |
| 18 | Supply & Laying 1.1 KV grade 2x10 sqmm PVC/A AI cable in UG treanch as to GS with 1x6 SWG GI wire. |
| 19 | Supply & fixing of compressive type cable gland as to GS for 2x10 PVC/A cable. |
| 20 | Finishing the cable end by crimping method as to GS |
| 21 | Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1x4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washerr incl. S & F15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts.below the ground level as below. |
| 22 | Supply, Installation, testing & lowering of 2 HP oil Solar submersible pump motor set complete having suitable discharge as per yield of well. Submersible cable of 30 mtr. 3 Core 2.5 sqmm that cable (Finolex) with MOC ber chart (Crompon / Shakti / Kirloskar make Pump) and necessary control panel and starter as per manufacturar specification. |
| 23 | Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (mediumduty conforming to ASTMD 1785 and threaded to match with GI Pipes as per IS:1239 (Part-I).with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted includingcost of all materials ,jointing materials, cutting pipes, making threads, cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will bemade on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.). PVC Pipes (Dia) 65 mm. |
| 24 | 50 mm |
| 25 | Supplying, fitting and fixing gun metal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). (iv) 50 mm dia |
| 26 | Supplying fixing commissioning and testing Solar Volatic module 250 WP 40V on existing iron frame structure each 156 mm Monocrystalline Silicon Solar Cells laminated between sheet of Ethyline Vinyl Acitate (EVA) ........................... should be at least 57.0 Volts. The terminal box IP 65 protection level on the module should have a provission for opening or replacing the module. (Make - Havells / TATA). |
| 27 | Supplying, fitting, fixing & installation of Iron Removing Filter Plant Capacity 1500 LPH. (Specification - IR Media Filter, Working - Downilow, Max Flow Rate - 3m3/hr, Working Pressure - 1-3 kg/Sqcm, Size - 14\\" x 65\\", BIS Standard & including 1 year Warranty. |
| 28 | Supplying & fixing round 2 - core 4 sqmm PVC multi core FR wire for aray connecting |
| 29 | Supplying & fixing MC - 4 connector for pannel loop. |
| 30 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as requiredcomplete. (a) Depth of excavation not exceeding 1,500 mm. |
| 31 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work). (a) With earth obtained from excavation of foundation. |
| 32 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work). (c) (i) With carried earth arranged by the contractor within a radius of 1 km. including cost of carried earth. |
| 33 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 34 | Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety.In ground floor. (a) 1:3:6 proportion. |
| 35 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (ii ) River Bazree. |
| 36 | 1st Floor |
| 37 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m. (i) Tor steel/Mild Steel II. JSW/JSPL/SHYAM/ SRMB/BMASL/ELECROSTEEL/SSL |
| 38 | 1st Floor |
| 39 | Brick work with 1st class bricks in cement mortar (1:6).(a) In foundation and plinth |
| 40 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. |
| 41 | 1st Floor |
| 42 | M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. |
| 43 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). (f) 25 mm to 30 mm shuttering without staging in foundation. |
| 44 | 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. |
| 45 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor). (ii) With 1:4 cement mortar (b) 15 mm thick plaster. |
| 46 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. |
| 47 | Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).Using grey cement. |
| 48 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 49 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface :With super gloss (hi-gloss) -(iv)(ii) Two coats (white in shade). (b) On steel or other metal surface : With super gloss (hi-gloss) - (ii) Two coats (white in shade). |
| 50 | Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification. In Ground floor: (iii) Two coats. |
| 51 | M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. (i) For trusses spaning up to 12.00 m. |
| 52 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer. (b) 1000 litre capacity. |
| 53 | Supplying, fitting and fixing bib cock or stop cock. (ii) Polythene Bib Cock / Stop Cock with plastic inlet (EMCO / ATLAS or equivalent), 15 mm |
| 54 | Chromium plated Stop Cock (Equivalent to Code No. 513(A) & 513(B) & Model - Tropical / Sumthing Special of ESSCO or similar brand). |
| 55 | Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. (B) Wall, With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (a) Area of each tile upto 0.09 Sq.m (i) Coloured decorative. |
| 56 | Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @ 2.91Kg./sqM or using polymerised adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contrr]. (I) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment. (B) Light Colour. |
| 57 | GST @ 18% |
| 58 | Labour Welfare Cess @ 1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysNov 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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