Sinking Of Deep Tube Well With Submersible Tank (I) Nurullapur Gangapara, Mouza-Nurullapur Dag No 457, Gp- Daksin Barasat Under Jaynagar-I Ps (Ii) At Ramkrishnopur Sekh Para Jame Masque, Mouza-Ramkrinopur Dag No 491, Gp- Sripur Under Jaynagar-I P
Tender Value
6.93 Lakhs
Estimated cost
Bid Submission
22 Jul 2025
0 days left
EMD
13863
Bank guarantee accepted
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Ref. Documents
Non-refundable
Tender Type
Online
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Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
jaynagar → West Bengal
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Available
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Not Available
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Project Description
Sinking Of Deep Tube Well With Submersible Tank (I) Nurullapur Gangapara, Mouza-Nurullapur Dag No 457, Gp- Daksin Barasat Under Jaynagar-I Ps (Ii) At Ramkrishnopur Sekh Para Jame Masque, Mouza-Ramkrinopur Dag No 491, Gp- Sripur Under Jaynagar-I P
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Water Tank for Drinking Water with Submersible Pump |
| 2 | Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore. |
| 3 | (d) For depth upto 150 metre for 50 mm dia. tube well with top enlargement of 100 mm dia. |
| 4 | (ii) 100 mm dia. boring etc. top enlargement |
| 5 | c) For depth upto 150 metre for 40 mm dia. Tube well with top enlargement of100 mm dia.(i) 40 mm dia boring etc |
| 6 | (b) For depth more than 150 metre. (i) 40 mm dia. boring etc. beyond 150 metre |
| 7 | Supplying high density polythene strainer of approved make with adapter conforming to I.S. specifications(i) 40 mm dia. |
| 8 | Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets. (i) 40 mm dia. |
| 9 | Supplying, fitting and fixing plug of approved make conforming to I.S. specifications.(i) 40 mm |
| 10 | Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I).(A) PVC Pipesi)100 mm |
| 11 | (ii) 40 mm dia |
| 12 | iii)32 mm |
| 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 | 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 |
| 15 | Construction of soak pit 1000 mm outer dia 125 mm thick brick work(1:4 cement mortar) depth 1200 mm from Ground level and top cover 75 mm thick slab with reinforcement . And insidefilling with brick batsupto 600 mm height from bottom level.complete andfilling medium sand 300 mm above bats completein all repect as per instruction of Engineer-in-charge |
| 16 | Supplying, fitting and fixing of 1H.P. Submerssible pump. With auto switch. |
| 17 | Suppling and fittingof Reducing Socket (mm X mm)i) 100 X 50 |
| 18 | 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 required complete. (a) Depth of excavation not exceeding 1,500 mm. |
| 19 | (A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. |
| 20 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand |
| 21 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety |
| 22 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. |
| 23 | 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. a) Pakur Variety |
| 24 | 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, basement and upto roof of ground floor/upto 4 m (i) Tor steel |
| 25 | 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 (iii) 35 mm. thick |
| 26 | 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 (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.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)(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. |
| 27 | (f) 25 mm to 30 mm shuttering without staging in foundation |
| 28 | 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).[Excluding cost of chipping over concrete surface](i) With 1:6 cement mortar(c) 20 mm thick plaster |
| 29 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 30 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC.In Ground Floor:(b) Two Coats |
| 31 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.In Ground floor (Two Coat)a) Normal Acrylic Emulsion |
| 32 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (c) 1000 litre capacity |
| 33 | Supplying, fitting and fixing bib cock or stop cock.(e) PTMT (Polytetra Bib Cock / Stop Cock ( Prayag or equivalent)15 mm |
| 34 | Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) 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 with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)(a) For Exposed Work PVC Pipes(Dia)15mm |
| 35 | 25mm |
| 36 | 32mm |
| 37 | 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) WallWith 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. (b) Area of each tile above 0.09 Sq.m (i) Coloured decorative |
| 38 | 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. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof.i) For trusses spanning up to 12.00 m |
| 39 | (B) Painting with superior quality aluminium paint of approved make and brand including smoothening surface by sand papering etc. on steel surface : (b) Two coats |
| 40 | Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).(i) In Roof:- a) With 0.5 mm thick sheet |
| 41 | Aluminium sheet ridging fitted with self tapping screws, EPDM washers etc complete.(Minimum 225mm end lapping).(A) 300 mm lapping each way(a) With 0.71 mm sheet |
| 42 | ADD 18% GST |
| 43 | Add 1.00% Labour welfare cess |
AI Tender Summary
Tender Timeline
Jul 08, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedJul 22, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 24, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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