Zilla Parishad Tender
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Zilla Parishad - ZP Tender
Civil And Construction
Building Construction
Eprocure
Opening Date6 Jan 2024
Closing DateCancelled
Tender Amount₹ 3,43,863
Costs
EMD
₹ 6,877Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_ZPHD_639715_3Bid Award Id
ViewTender No
WB/011/BDOKNT/23-24Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
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Page no :- 15 Item No :- 7-a)
Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth
3.16
16343
5172
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Page no :- 15 Item No :- 7-b)
Brick work with 1st class bricks in cement mortar (1:4) ::::: (b) In superstructure, ground floor
1.72
9279
5395
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Page no :- 47 Item No :- 1
25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface). [Note: - Waterproofing as per item 9, polymer based paint as per item 8 (a) of subhead C of Section (C).
3
588
196
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Page no :- 16 Item No :- 16
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
42.49
28638
674
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Page no :- 26 Item No :- 10-ii)
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
2.89
13713
4745
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Page no :- 42-43 Item No :- 36- f) & 36-a)
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
1.35
276
205
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(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
22.8
7478
328
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Page no :- 43 Item No :- 40-a)-i)-I)
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
0.29
19285
66502
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Page no :- 1 Item No :- 3-a)
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.
1.04
80
77.54
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Page no :- 2 Item No :- 4-A) (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. (payment to be made on measurement of finished quantity)
11.14
8398
753.94
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Page no :- 101 Item No :- 2-A)
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 roof truss works a) Span up to 12 Mtr
0.41
30456
74284
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Page no :- 81 Item No :- 9-i)-a)
Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor) (i) In Roof:- a) With 0.60 mm thick sheet
29.32
18151
619
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Page no :- 81 Item No :- 10-A)-a)
Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete.(225mm end lapping). (A) 300 mm lapping each way (a) With 0.60 mm sheet
12
4392
366
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Page no :- 48 Item No :- 6-i)
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 (i) 20 mm. thick
15.68
3717
237
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Page no :- 189 / P-50 of 96 Item No :- 1-ii)-b)
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] (ii) With 1:4 cement mortar (b) 20 mm thick plaster
190
34390
181
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Page no :- 192 Item No :- 15
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m
30
1020
34
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Page no :-194 Item No :- 1-c)
White washing including cleaning and smoothening surface thoroughly.All floors : (c) Three coats (on new works only).
160
3201
20.01
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Page no :- 194 Item No :- 4-ii)-b)-i)
Colour washing with any shade with Stainers, as required including cleaning and smoothening surface thoroughly :(ii) External surface (ground floor)( b) Two coats (on new works only) (i) Other than yellow, pink.
160
3416
21.35
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Page no :- 124 Item No :- 11-b)
Supplying solid flush type doors 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 (b) 32 mm thick shutters (single leaf)
6.3
14861
2359
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Page no :- 156 Item No :- 1-a)
Providing and fixing of false ceiling with powder coated exposed G.I. grid suspension system (E-Grid T 2430/1510 or equivalent load carrying capacity with mid span deflection not exceeding 1/360 span with hanger spacing of 1200mm c/c ) consisting of Main Runner 3600 mm long, Cross Tee 1200 mm / 600 mm long and Wall Angle. The Wall Angle shall be fixed on PVC Dash Fasteners on the perimeter of the wall by steel screws with distance 300mm c/c. The Main Runners to be placed @ 1200 mm. The Cross Tee 1200mm will be inserted in the pre-cut slots of Main Runner at regular interval of 600 mm to form a modular grid of 1200mm X 600mm. Additional Cross Tees of 600 mm shall be placed perpendicular to the Cross Tee 1200 mm long to finally form a grid of 600 mm X 600 mm. Grid of module size 600 mm X 600 mm shall be supported by 6 mm dia G.I. wire from purlins / soffit. 4 mm thick High Pressure Steam Cured Non Asbestos Fibre Cement Standard Ceiling Board (Density 1300 Kg/m3) of size 595 mm X 595 mm, conforming IS 14862 & Type B Category III of ISO 8336, tested as per AS-1530 part 3 & BS-476 Part 4,5,6,7 & 8, should be placed in the Grid module to form a False Ceiling. All complete as per the drawing & directions of Engineer-in-charge. In ground floorr ::: a) False Ceiling (with 4mm thick Fibre Cement Standard Ceiling Board and E- Grid T-2430/1510).
12.69
29935
2359
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Page no :- 107 Item No :- 20-b)
Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete ( 1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing.In Ground floor Flash butt welded windows and ventilators ::: Without integrated grills. (b) Openable steel windows as per IS sizes with side hung sutters and horizotal glazing bars. [The extra rate admissible for the openable portion only]
3.6
7916
2199
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Page no :- 200 Item No :- 1-a)
(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.
10
290
29
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Page no :- 200-201 Item No :- 2-A)-b)-iv)
(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 other than hi-gloss of approved quality- (iv) Two coats (with any shade except white)
10
790
79
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Toilet as per IHHL MODEL ::::::::::::::: (As per Voucher) ---- LS ----
1
12900
12900
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Scheme Signboard as per direction of EIC ::::::::::::::: (As per Voucher) ---- LS ----
1
1000
1000
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Add:- GST @ 18%
1
51934
51934.28
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Add:- Cess @ 1%
1
3404
3404.58
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