Kolkata Metropolitan Development Authority Tender
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Kolkata Metropolitan Development Authority - KMDA Tender
Civil And Construction
Building Construction
Eprocure
Opening Date9 Aug 2024
Closing Date23 Aug 2024
Tender Amount₹ 14,56,235
Costs
EMD
₹ 29,125Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Kmda/civil/02/ee/crs/enam/ Of 2024-25
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_KMDA_731035_1Bid Award Id
ViewTender No
KMDA/CIVIL/02 /EE/CRS/EnAM/ OF 2024-25Tender Authority
Kolkata Metropolitan Development Authority ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
3rd floor
0.25
149
597
4th floor
0.25
161
647
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. In ground floor including roof(a) upto 150 mm. thick
1.2
1126
939
1st floor
0.25
247
989
2nd floor
0.5
519
1039
3rd floor
0.5
544
1089
4th floor
0.5
569
1139
Making one set of scaffolding only for replacing glass panels, painting, uprooting plant and another repairing works of building and S&P works for external works only with 10 cm. dia bamboo as main posts at the rate of 1 metre centre to centre and 7.5 cm. dia bamboo ties @ 0.75 metre apart fitting and fixing with necessary coir, nails etc. as per direction of the Engineer-incharge. a) 3.90 metre height
75
20925
279
[(b) Extra for additional 3.6 height or part thereof =245/-]
225
55125
245
shifting of scaffolding a) 3.90 metre height @10%
75
2092
27.9
shifting of scaffolding a)Additional 3.60 metre height @10%
225
5512
24.5
Dismantling R.C. floor, roof, beams etc. including
cutting rods and removing rubbish as directed
within a lead of 75 m. including stacking of steel
bars.(a) In ground floor including roof.
0.5
978
1956
1st floor
0.5
1003
2006
2nd floor
0.5
1028
2056
3rd floor
0.5
1053
2106
4th floor
0.5
1078
2156
Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed.
680
12920
19
Removal of rubbish,earth etc. from the working site and disposal of the same beyond thecompound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge
28.8
4780
166
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
45
16245
361
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 In ground floor. (as necessary) and marble 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).25 mm(Add extra @1.5% for each addl. floor upto 4th floor)
4.8
1310
273
1st floor
3.6
997
277.1
2nd floor
3.75
1054
281.26
3rd floor
3.4
970
285.48
4th floor
3.2
927
289.76
Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth
1.2
6818
5682
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 20 MM THICK cement mortar
196
38024
194
1st floor
202
39996
198
2nd floor
128
25856
202
3rd floor
184
37904
206
4th floor
144
30240
210
PLASTER………….(Ground floor).[Excluding cost of chipping over concrete surface](ii) With 1:4 15 MM THICK cement mortar
176
29392
167
1st floor
188
32148
171
2nd floor
144
25200
175
3rd floor
156
27924
179
4th floor
126
23058
183
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).(e) Sal : Malayasian Note: Extra for Lifting Charges for each additional floor,
i) Rs. 200/- per Cu.m (upto 4th floor)
0.05
4493
83218
1st floor
0.05
4504
83418
2nd floor
0.05
4515
83618
3rd floor
0.05
4526
83818
4th floor
0.05
4536
84018
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) (a) Ordinary Teak Wood.
12.24
55594
4542
Cleaning and disinfecting above 2000 litre Water Tank including masonry
reservoir.
30
2640
88
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
116
3944
34
Applying Interior grade Acrylic Primer of approved quality and brand on plastered or concrete surface old or new surface to receive Distemper/ Acrylic 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) (a) One Coat ii) Solvent based interior grade Acrylic Primer
216
7279
33.7
Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer): (Two coats)(ii) Luxury Quality
216
15120
70
Applying Exterior grade Acrylic primer of approved quality and brandon plastered or cencrete surface old or new surface to receivedecorative textured (matt finish) or smooth finish acrylic exterioremulsion paint including scraping and preparing the surface throughly,complete as per manufacturer's specification and as per direction of the EIC. Two coat
194
8749
45.1
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)Normal Acrylic Emulsion
194
12998
67
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.two coats
98.7
4836
49
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
-
-
-
15 mm
56.8
5736
101
25mm
68.4
12106
177
40 MM
35.46
10354
292
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 110 DIA
56.8
14256
251
c) Bend 87.5 degree 110
8
1120
140
d) Shoe
8
888
111
Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992(A ) ( i) Single Socketed 3 Meter Length 110 mm
24.6
7183
292
(ii) Plain Tee (b) 110 mm
16
1360
85
(iii) Door Tee (b) 110 mm
16
3120
195
xi) Door Bend (T.S.)
16
2352
147
x) Bend 87.5º
16
1920
120
Supplying, fitting and fixing bib cock or stop cock.
(a) (i) Chromium plated Bib Cock short body (Equivalent to Code No. 511
& Model - Tropical / Sumthing Special of ESSCO or similar brand).
24
12936
539
Rewashering stop cock/ bib cock/ push cock/ pillar cock including gland
packing if necessary. (i) 15 mm each 13.00
40
520
13
20mm each
40
640
16
Renewing brass spindle and valve of stop cock/bib cock/push cock/pillar
cock. (i) 15 mm
36
2664
74
Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, 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 Engineerin- charge. (Payment will be made on centre line measurement of the total pipeline including specials. (A) Above ground (ii) 110 mm dia
45.6
2599
57
Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer's specified time as per manufacturers specification. (0.4 Kg / m² of concrete surface).
15
4635
309
(a) Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer's
specification [Cement to be supplied by the Department]
32
2816
88
Dismantling carefully wood work in posts,
postplates, rafters, partition etc., sorting and
stacking serviciable materials at site and removing rubbish as directed.
1.32
366
278
Supplying solid flush type doors of deluxe decorative (both side) quality, conforming to I:S 2202 timber frame consisting of top and bottom rail and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 27.5mm wide battens places both ways in order to made the door of solid core and internal lipping with teak, mahogony or rose wood approved decorative veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing
the shutters in position but excluding the cost of hinges and other fittings in ground floor:(a) 35mm thick shutters (single leaf) (ADD EXTRA @14/- PER SQM) REF H(4) PAGE-182
2.52
9966
3955
1st floor
2.52
10001
3969
2nd floor
2.52
10037
3983
3rd floor
2.52
10072
3997
4th floor
2.52
10107
4011
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length,
fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished
structal members weighing less than 22.5 Kg. / m. may be increased
allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate
payment being made for these items, as per direction of Engineer In
Charge. The rates are considered for a height of erection 8m. / 2nd
floor level from the ground. Add 1.5% extra over the rate for each
additional floor or 4m. beyond initiial 8m. or part thereof.
I) For structural members of specified sections weighing less than
22.5 Kg./m
0.3
21780
72603
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. at all floor.
32.05
929
29
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. pin the surface, if necessary in all floors.(b) On steel or other metal surface With super gloss (hi-gloss) - [iv) Two coats (with any shade except white)
32.05
2531
79
Supply. fitting & Fixing of roofing sheet of colour coated 0.45mm Base Metal Thicknesst BMT) (0.53 mm TotatP Thickness exeluding palnt(TPT)) of 700 mm effective cover width, 43mm deep rib spaced at 233mm c/c along with micro stiffeners perpendicular to ribs for strength. The steel sheet shall have minimum rteld strength of 550MPa. metallic coated of Zincalume. Aluminium Zinc alloy AZI50, conforms to ISI5961, pre-painted with inorganic pigments super durable podyestert(SDP) colorbond.xrw (xterior roofing and walling with higher SRI ( solar reflective inder ) value Thermatech technotogr confors to IS 15965 class 3 The sheets shatl be fired to every purlin by means of cips KL 70. The clip KL 70 sha he fastened with nominal 40um zinc coated or nominal 25um inc-tin alloy coated Hex head self-drilling screw as per AS 3566-2002 Class i fasteners. The profile shet shall be af same parent of coit The profile sheet. fastener size etc. shall be approved by the concern authority. The measurement should be based on finished/covered surfuce area (Note: Specific permi'ssian of thet cheif Engineer is required for execution of this item)
15.6
16270
1043
Labour for taking out door and window frame including shutter for repair or replacement of different parts of the frame & refixing the same including mending good all damages complete. (Concrete and brick work for mending damage will be paid separately)
12.6
1499
119
Taking out shutter of door and window, dismantling by parts (for repair or replacement of damaged parts) , reassembling and refitting and rehanging same with old fittings but with new screws as necessary. (Where different parts of same shutter are renewed under different item, payment under item 73 will be made once only).
55.4
6980
126
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety] 1:3:6
32.8
176332
5376
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. ADD@95/-FOR UPPER FLOORS REF P-35/i-23
1.8
10883
6046.59
1st floor
1.8
11054
6141.59
2nd floor
1.75
10914
6236.59
3rd floor
1.5
9497
6331.59
4th floor
1.8
11567
6426.59
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.
0.3
18174
60580
Cleaning the concrete surface by removing dirt and debris, marking defective locations and removing loose concrete by careful stripping untill hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the Engineer - in - Charge.
122.4
11016
90
Scraping of moss, blisters etc.thoroughly from exterior surface of walls necessitating the use of scraper, wire brush etc.(Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge)
274.4
1920
7
Cement concrete (1:1.5:3) with graded stone chips 5.6 mm size with hexagonal square mesh wire netting, I.R.C. fabric mesh or X.P. M. fitted and fixed after tying the existing reinforcement on concrete without distributing the same and with proper scarping and cleaning the reinforcement and disturbed concrete with wire brush etc. after applying a coat of cement including the cost of wire netting I.R.C or X. P. M. & cost of all handling and scaffolding complete as per direction of Engineer-in -charge.c) 37.5mm thick
20
11740
587
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.
24
8040
335
(e) Extra for staging beyond 4 m in any floor (Mode of measurement: area in plan x mean height of staging upto soffit of shuttering above initial 4 m)
44
2684
61
Removing corroded worn out portion of reinforcement (when the area of bar
is damaged by more than 25%) by cutting and replacing the same by a new plain round bar of requisite diameter by binding with required lap / welding with old bar, including cost of reinforcement, complete in all respect
including removing unserviceable materials from site as per direction of the Engineer - in - charge. Note : Payment on weight (Kg.) of new reinforcement.
114.6
9970
87
Welding in M.S. structural work with gas or electric:(a) Tack weld
75
675
9
Welding in M.S. structural work with gas or electric:(b) Continuous weld.
450
4050
9
Polymer concrete made with water resistant bonding agent of synthetic
rubber emulsion as per manufacturer's specification excluding the cost of
cement concrete (2.75 Kg / bag of cement)
Note : Payment on volume of (1 : 1½ : 3) Concrete.
1
4414
4414
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per
relevant IS codes.
5.4
29424
5449
Extra rate for using water proofing and plasticising admixture @ 0.2% by
weight of cement (or at manufacturer's specified rate) for concrete of various
grades.
16
1904
119
Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only) (iv) 50 mm dia
2
4554
2277
Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D)
-
-
-
iii) 5 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover: 565 mm X 65 mm Frame: 665 mm X 125 mm opening: 470mm Weight: 90 kg (approx)
3
7746
2582
Cleaning the exposed reinforcement preferably upto full diameter by wire brush, applying two coats of polymer based rust removing compound left for 24 hours, removing the coating and then applying two (2) coats of polymer modified anti corrosive protective coating formulated to inhibit the corrosion of reinforcement as per manufacturer's specification] [Mode of measurement:The affected surface area of reinforcement shall be considered for payment]
1.2
938
782
C.I. sluice valve with flanged ends drilled to as per I.S. 1358/62 and
having all cast iron components as per I.S. 780/71 solid forged bronze
inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting, manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete.(v) 150 mm
2
14974
7487
Supplying PVC water storage tank of approved quality with closed top with lid (black-multi layer) (d) 2000 litre capacity
3
31302
10434
Sluice valve chamber with C.I. heavy cover with locking arrangement,
(weight not less than 25 kg) (size of chamber 450 mm X 600 mm inside
upto 900 mm depth) 250 mm thick cement brick walls (6:1), 150 mm thick
cement concrete (6:3:1) bed with stone chips, 20 mm thick cement plaster
(6:1) for inside wall and 15 mm thick cement plaster (4:1) for outer walls
including rounding corners.
2
20918
10459
Supplying, fitting and fixing C.I. tail pieces in pair conforming to I.S.
specifications 100mm
2
3954
1977
Supplying, fitting and fixing cast iron spun pipe conforming to I.S.
1536/1976 with all necessary specials including cutting trenches in any
soil or through masonry, concrete etc., if necessary,and mending good all
damages including jointing pipes with Tyton joints as per manufacturer's
specifications and filling up the trenches all complete but excluding the
cost of masonry or concrete work, if required.(iv) 150 mm nominal dia.
8.4
18530
2206
Uprooting and removing plants from the surface of walls
parapet etc and making good damages. (Repairing of
damages to be paid separately)
-
-
-
(a) Small plant of girth of exposed stem upto 75 mm. lift
upto 6 mt
76
3800
50
(b) Medium size plant of girth of exposed stem above 75 mm.
but not exceeding 150 mm. lift upto 6 mtr
55
3300
60
(c) Large plant of girth of exposed stem above 150 mm. but
not exceeding 225 mm. lift upto 6 mtr.
42
7854
187
Add GST@18% on total of sl no1 to 85
1221878.86
219938
0.18
Add L.Cess @1% on total of sl no1 to 86
1441817.05
14418
0.01
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