Kolkata Metropolitan Development Authority Tender
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Kolkata Metropolitan Development Authority - KMDA Tender
Civil And Construction
Building Construction
Eprocure
Opening Date26 Apr 2023
Closing Date26 Apr 2023
Tender Amount₹ 4,82,176
Costs
EMD
₹ 9,644Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Emergency Repairing And Renovation Of The Existing Buildings Of 19a,chetla Hut Road, Kolkata-700027
Description
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Contact
Tender Id
2023_KMDA_515795_1Bid Award Id
ViewTender No
03/KMDA/CIVIL/SE(CRS)/EnAM OF 2023-24Tender Authority
Kolkata Metropolitan Development Authority ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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BOQ Items
3rd floor
0.75
447
597
4th floor
0.75
485
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
0.25
234
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
22
6138
279
[(b) Extra for additional 3.6 height or part thereof =245/-]
14
3430
245
shifting of scaffolding a) 3.90 metre height @10%
15.6
435
27.9
shifting of scaffolding a)Additional 3.60 metre height @10%
17.6
431
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.
1.8
3520
1956
1st floor
1.8
3610
2006
2nd floor
1.8
3700
2056
3rd floor
1.8
3790
2106
4th floor
1.8
3880
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.
300
5700
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
34
5644
166
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
12.4
4476
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
4.8
1330
277.1
2nd floor
4.8
1350
281.26
3rd floor
4.8
1370
285.48
4th floor
4.8
1390
289.76
Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth
1
5682
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
45
8730
194
1st floor
16.8
3326
198
2nd floor
16.8
3393
202
3rd floor
16.8
3460
206
4th floor
16.8
3528
210
PLASTER………….(Ground floor).[Excluding cost of chipping over concrete surface](ii) With 1:4 15 MM THICK cement mortar
38.6
6446
167
1st floor
72.3
12363
171
2nd floor
64.5
11287
175
3rd floor
94.7
16951
179
4th floor
80.3
14694
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)
0.03
2163
83218
1st floor
0.03
2168
83418
2nd floor
0.03
2174
83618
3rd floor
0.03
2179
83818
4th floor
0.03
2184
84018
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
64
2176
34
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
15
1515
101
20 mm
30
3870
129
25mm
20
3540
177
40 MM
7.5
2190
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
24.5
6149
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
15
4380
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).
28
15092
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
44
2508
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
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).
8.1
1020
126
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety] 1:3:6
1.24
6666
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
0.56
3404
6046.59
1st floor
1.2
7369
6141.59
2nd floor
1.2
7483
6236.59
3rd floor
1.2
7597
6331.59
4th floor
1.2
7711
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.
0.1
6058
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.
30
2700
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)
275
1925
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
16
9392
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.
12
4020
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)
5
305
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.
156
13572
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.
750
6750
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.
3.24
14301
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.
1.25
6811
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]
7.4
5786
782
Add GST@18% on total of sl no1 to 106
404577.75
72824
0.18
Add L.Cess @1% on total of sl no1 to 107
477401.75
4774
0.01
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