Tender For Drinking Water Facility At Chakulia High School Under Chakulia Gp
Tender Value
3.49 Lakhs
Estimated cost
Bid Submission
24 Jul 2024
0 days left
EMD
7000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
chakulia → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Drinking Water Facility At Chakulia High School Under Chakulia Gp
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation trenches or drains, in all sorts of soil including mixed soil but excluding laterite or sandstone) including moving, spreading or stacking the spoils within a lead of 75 m.as directed. The item includes necessary trimming the sides of trenches, levelling,ressing and ramming the bottom, bailing out water as required complete.a) Depth of excavation not exceeding 1,500 mm. |
| 2 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 3 | 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 |
| 4 | Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth |
| 5 | 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. |
| 6 | 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. (i) Pakur VarietyI) In Ground Floor |
| 7 | 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 II.Non SpecifiedI) In Ground Floor |
| 8 | 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. |
| 9 | (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. |
| 10 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. |
| 11 | Labour for Chipping of concrete surface before taking up Plastering work. |
| 12 | 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](b) 15 mm thick plaster(1:6) |
| 13 | (ii) With 1:4 cement mortar (c) 10 mm thick plaster |
| 14 | (a) 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(i)Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.Ground Floor |
| 15 | 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 (1:4) 20 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 (Page No.- 64 Item No. - 35) (b) (a) Area of each tile upto 0.09 Sq.m (i) Coloured decorative |
| 16 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. |
| 17 | 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 . (iii) Two coats |
| 18 | (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 19 | (A) 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) Two coats (with any shade except white) |
| 20 | M.S.structural works with hollow sections(square or rectangular shape) conforming toIS: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.ii)For other Structural works like galleries etc. |
| 21 | Painting of schemedetails including IEC and Drawing like save water save life in Muti-colour in walls. |
| 22 | Supply, delivery & installation of 1000 watt peak capacity Solar photovaltatic array ( Adani / Loom / Amrut Energy make ) along with 1.00 H.P. capacity AC/D.C.submerssible pump in the same bore (designed to use with Solar Power) of approved brand (JAIN IRRIGATION /AMRUT ENERGY/ LORENTZ make )whose output is not less than 2000 Ltr/hours at 40 Mtr. head including supply of all necessary materials of approved quality, labour etc. with all allied works as per direction of the E.I.C. [D.C.Submerssible Pump and controller should carry a warranty of 1 year directly from the manufacturers] |
| 23 | Febrication of MS structre with base plate and fustnut / jumpnut on the base andInstallation of Solar photovaltatic array Panels on the structure as per standard & approved drawing. The Solar Panels will then be connected to the Pump, Controller which in turn will be connected to the pump as well as the level indicator of the water tank as per direction of the E.I.C. |
| 24 | Febrication of MS structre with base plate and fustnut / jumpnut on the base for installation inside water tank water tank as per direction of the E.I.C. |
| 25 | 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) . PVC Pipes i)32 mm Dia |
| 26 | ii)20 mm Dia |
| 27 | iii) 15 mm Dia |
| 28 | Supplying, fitting and fixing Ball Valve, 25 mm |
| 29 | Supplying, fitting and fixing alloy iron with brass spindle bib cock/ stop cock of approved brand and make, spray painted and tested to 21 kg per sq. cm. 20 mm (1 stop cock + 5 Bib cock) |
| 30 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) – Multilayer(b) 500 litre capacity |
| 31 | Supplying and installation of 5 stages iron removal with solar system consisting of 2 nos FRP vesel (8\" X 44\") of filtering media treated sand-gravel- activated carbon/ charcol as per necessary, slim Carteg 0.5 mic. Including housing 500 mm long, stainer carteg with housing & SS U.V of 250 LPH capacity |
| 32 | Labour for sinking of 40mm dia. Tube Well by boring by water jet system or hand sludger system through any type of soil strata including hire and labour charges of boring pipes, scaffolding, other tools and plants as necessary and taking out of them including lowering pipes, strainers, etc. and fitting fixing complete. a) For Depth upto 150 mtr for 50mm diametre tubewell with top enlargement of 100 mm diametre(i) 50 mm dia boring |
| 33 | (ii) 100 mm dia boring.top enlargement |
| 34 | Supply of PVC pipes & fittings (medium duty) conforming to ASTMD -1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). 25 mm Dia |
| 35 | A) 50 mm Dia |
| 36 | B) 100 mm Dia |
| 37 | Reducing Socket (100mm X 50mm) |
| 38 | Supplying high density polythene strainer of approved make with adaptor confirming to I.S. specifications. (i) 50 mm dia.(4Nos @ 1.83M each) |
| 39 | Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets.(i) 50 mm dia |
| 40 | Supplying, fitting and fixing G.I. cap at top. 40 mm |
| 41 | Supplying 1.5mm thick M.S. sheet fitted and fixed on one or bothfaces of M.S./ W.I. gate etc. with point welding at not more than150mm apart complete in all respect as per design including cost of all labour and materials. |
| 42 | Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the coverslab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and1.00m inside dia.(SAIL/TATA/RINL) |
| 43 | Add G.S.T. @18 % |
| 44 | Add Labour Welfare Cess % 1 % |
AI Tender Summary
Tender Timeline
Jul 15, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedJul 24, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 26, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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