New Town Kolkata Development Authority Tender
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New Town Kolkata Development Authority - NKDA Tender
Civil And Construction
Eprocure
Opening Date21 Jan 2025
Closing Date7 Feb 2025
Tender Amount₹ 78,27,238
Costs
EMD
₹ 1,56,545Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_NKDA_804496_1Tender No
NIeT 64/EE-I/NKDA/2024-25Tender Authority
New Town Kolkata Development Authority ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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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
Ref.: Page-47/Item no.3 of PWD(Bldg) Schedule-2017
1400.9
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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 Ref.: Page-24/Item no.4(a) of PWD(Bldg) Schedule-2017
85.32
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Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout ,props and thick hard wood planks of approved thickness with required bracing for concrete slab, beam, columns,lintels,curved or straight including fitting , fixing and striking out after completion works (upto roof of ground floor). a) 25mm to 30mm wooden shuttering in foundation without staging as per decision & direction of the Engineer-in-Charge.
82.5
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Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work Ref.: Page-42/Item no. 36(c) of PWD(Bldg) Schedule-2017
57.54
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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
21.09
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Brick work with 1st class bricks in cement mortar (1:4)
(a) As in Coloumn above plinth
3.3
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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
I. SAIL/ TATA/RINL
0.75
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125 mm thick brick work with 1st class bricks in cement mortar ( 1: 4) in ground floor.
108.26
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Plaster ( to wall, floor,ceiling etc) with sand &cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface including throating, nosing and drip comse where necessary(ground floor) a) a) 15 mm thick plaster
With 1:6 cement mortar
776.55
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a) 15 mm thick plaster
With 1:6 cement mortar
505.12
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Neat cement punning about 1.5mm thick in wall dado, window, sills, floors, drain etc.
85.24
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M.S. structural works with hollow sections (square or rectangular shape or MS pipe) 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, allconsumables such as electrodes, gas and hire charges of all toolsand plants and labour reqired for execution and all incidentalchages (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 partthereof.
i)For roof truss works
28.72
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Removal of Rubbish, earth, etc from the working site and disposed of the same beyond compund in confirmity of municipal/ corporation Rules of such diaposal loasding into Truck and cleaning the site in all respect asper directio of the Engineer-in-Charge.
126.24
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(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.
2
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Wood work in door and window frame(Local SAL) fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals).
0.16
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Supplying solid flush type doorsshutters 32mm thick single leaf of commercial quality, the timber frame consisting of top and bottom rails and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 37.5mm wide battens places both ways in order to make the door of solid core and internal lipping with Garjan or similar wood veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing shutters in position but excluding the cost of hinges and other fittings in ground floor
8.4
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Supplying, fitting and fixing steel rolling shutter profile type with18 B.G . of approved type steel latche section 75mm wide, fitted with coil wire spring to necessiate the fitting of required Nos. of C.I. Pulleys on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially builtup side guide channels including providing a hood for the steel rolling shutter in the room, painting two coats of approved aluminium paint over a coat of red lead primer complete. Page-106 Item no.19(a) of PWD(S&P) Schedule-2017
150.5
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Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. Page-200/Item no. 1(a) of PWD(Bldg) Schedule-2017
1050.3
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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 :
(a) On steel or other metal surface :
(i) Two coats (white in shade) Page-200/Item no. 2(b)(ii) of PWD(Bldg) Schedule-2017
1050.3
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Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colourcoated on both side) steel sheet work having minimum yieldstrength 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 mmdia & 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
1835.76
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Supplying fitting and fixing 4mm thick acrylic ornamental finger plate made of transparent acrylic sheet including providing holes of knobs and keys as per existing shutter and chamfering the edges of the acrylic sheet Page-147/Item no.34 of PWD(Bldg) Schedule-2017
79.26
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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. (b) Two Coats
2349.55
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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. b) Premium 100% Acrylic Emulsion
2349.55
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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
215
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Galvanised iron sheet eaves gutter fitted and fixed with necessary 50 mm X 6 mm M.S flat bar clamps bent to design, bolts, nuts, washers etc. complete. Eaves gutter made of 0.63 mm. sheets.(300mm End lapping)
(a) 225 mm. wide gutter
115
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Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes & fittings conforming to IS-15778: 2007 (A)(I) CPVC Pipes Class-1,SDR-11 50 mm
50
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Labour for fitting and fixing high density poly-ethylene pipes or P.V.C.pipes for above ground work including cost of jointing materials paints etc. fitting and fixing all necessary specials, cutting pipes, making threads, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps(any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineer-in-charge. Pament will be made on centre line measurement of the total pipeline including specials. ) 50 mm dia
60
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Supplying, fitting and fixing PTMT(Polyetra Bib Cock/Stop Cock
30
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Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. specification with P.V.C. fittings complete,C.I. brackets including two coats of painting to bracket etc.
5
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Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete.
A) UPVC Pipes:
(ii) 110 mm Dia. Rain water down pipe
68
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Labour for taking out rolling shutter (only shutter portion) dismantling by parts for repair or (replacement of damaged parts only), rehanging and refitting the same in position after necessary repairs (excluding the cost of supply of new parts).
50
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Easing and oiling, cleaning collapsible gate and repairing to locking arrangements
390
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Oiling and greasing of rolling shutter and repair to in side lock.
160
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Renewing spring of rolling shutter as per existing size and shape including fitting fixing complete.
19
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Earthwork in cutting to form road section in correct profile including removal of spoils not exceeding initial lead of 50m and initial lift of 1.5m (Mode of measurement: pre works and post works).
(i) In ordinary soil.
126.56
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Supplying, spreading and compacting yellow Sand to required thickness, in layers not exceeding 150 mm layer by water and packing and ramming layer by to proper gradient and camber, inundating each lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramminf where necessary etc all as specified and as directed by the EIC.
84.37
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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
562.5
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Supplying ready mixed concrete of M 20 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier] (a) with Concrete Pump.
84.37
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