Municipal Affairs Department Tender
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Municipal Affairs Department - MAD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date29 Jan 2025
Closing Date15 Feb 2025
Tender Amount₹ 10,42,043
Costs
EMD
₹ 20,841Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Nit No- 1152 /phe(c)/bmc, Dated- 29/01/2025
Description
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Contact
Tender Id
2025_MAD_808434_3Tender No
NIT No- 1152 /PHE(C)/BMC, Dated- 29/01/2025Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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(b) For additional depth beyond 1.5 m. and upto 3.00 m
20.16
439
-
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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 based on the basis of measurement of finished quantity of work. (a) With earth obtained from excavation of foundation
38.02
7754
-
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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.
80.56
361
-
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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
10.07
5334
-
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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) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
146.3
335
-
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(f) 25 mm to 30 mm shuttering without staging in foundation
9.48
209
-
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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
4.72
60580
-
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Supplying ready mixed concrete of M 25 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] In Ground Floor and Foundation (ii) With approved concrete pump
30.89
7617
-
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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
237.9
234
-
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Labour for Chipping of concrete surface before taking up Plastering work.
237.9
21
-
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Brick work with 1st class bricks in cement mortar (1:4) ( b) In superstructure, ground floor
7.4
5837
-
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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 (a) 15 mm thick plaster
67.87
163
-
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Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
14.2
32
-
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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. In Ground Floor: (b) Two Coats
59.61
4510
-
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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. In Ground floor (Two Coat) c) Super Protective 100% Acrylic Emulsion
59.61
97
-
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Wood work in door and window frame 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). (i) Other Local Wood.
0.07
41538
-
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Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but
excluding the cost of hinge and other fittings. In ground floor.(In case of non-supply of single plank, penal rate of reduction of 20% will be made) (ii) 40mm thick shutters with 19mm thick panel of size 30 to 45 cm (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak
3.6
3143
-
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Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI
mark. (iv) 75mm. X 47mm. X 1.70mm.
5
31
-
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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. (Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor)
(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
0.23
9888
-
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(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.
1.5
29
-
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(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)
1.5
79
-
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(b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
3.6
38
-
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(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 :(a) On timber or plastered surface : With super gloss (hi-gloss) - With other than hi-gloss of approved quality- (iv) Two coats (with any shade except white)
3.6
75
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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:- (c) With 0.80 mm thick sheet
13.11
806
-
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Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed. (i) 16 mm dia bolt (a) 300 mm long
32
86
-
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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. i) For roof truss works a) Span up to 12 Mtr
0.12
72316
-
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