Kolkata Municipal Corporation Tender
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Kolkata Municipal Corporation - KMC Tender
Civil And Construction
Building Construction
Eprocure
Opening Date30 Aug 2024
Closing Date9 Sep 2024
Tender Amount₹ 3,99,020
Costs
EMD
₹ 8,000Document 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_KMC_739917_1Bid Award Id
ViewTender No
KMC/EEC/I/002/015/2024-2025/BSTender Authority
Kolkata Municipal Corporation ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
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CEMENT CONCRETE WITH GRADED JHAMA KHOA 30 MM SIZE EXCLUDING SHUTTERING. IN GROUND FLOOR AND FOUNDATION.
1.96
8960
4566
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BRICK WORK WITH 1ST CLASS BRICKS IN CEMENT MORTER(1:4). IN SUPER STRUCTURE, GROUND FLOOR.
2.4
14172
5905
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BUILDING WORKS(D) Flooring..A. ORIGINAL WORKS..(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).
2.26
419
186
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125 MM THICK BRICK WORK WITH 1ST CLASS BRICKS IN CEMENT MORTER(1:4) IN GROUND FLOOR.
31.26
23007
736
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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
1.73
10441
6047
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REINFORCEMENTS 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 ANNEALEDD WIRE AT EVERY INTERSECTION, COMPLETE AS PER DRAWING AND DIRECTION.
0.14
8227
60580
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BUILDING WORKS ( C ) Brickworks,Concrete Works etc?36...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).(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof).(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.Notes:- For shuttering in shell roof, grid roof with vertical faces folded plate, arched roof the rate in 36 (a), 36 (b) & 37 (c ) of subhead B above to be increased by 100 % . For grid roof with splayed faces, rate is to be increased by 150%.
21.36
7153
335
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PLASTER (TO WALL, FLOOR, CEILING, ETC.) WITH SAND CEMENT MORTER(1:6), 20 MM THICK.
48.45
8478
175
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PLASTER( TO WALL, FLOOR, CEILING, ETC.) WITH SAND CEMENT MORTER(1:6), 15 MM THICK PLASTER.
40.95
6183
151
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PLASTER(TO WALL, FLOOR, CEILING, ETC.) WITH SAND CEMENT MORTER(1:4), 10 MM THICK PLASTER.
14.96
1990
133
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SECTION 1. ------------BUILDING WORKS (I) PLASTERING, POINTING ETC. A. ORIGINAL WORKS 15 Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
7.26
246
34
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BUILDING WORKS (G) WOOD AND PVC WORKS A. DOOR WINDOW FRAME 4. Supplying, Fitting & Fixing Factory made P.V.C. door frame of size 50 mmx47 mm with a wall thickness of 5 mm, made out of extruded 5 mm, PVC sheet miter cut at two corners and joined with two nos of 1.5 mm long brackets of 15 mm x15mm M.S. square tube. The two vertical door profiles are to be reinforced with 19mmx 19 mm M.S. Square tube of 19 gauge, weather seal to be provided through out the frame. The door frame shall be fixed with the wall using 65/100 mm long M.S. Screws through the frame by using P.V.C fasteners. A minimum of 4 Nos of screws to be provided for each vertical member and minimum 2 Nos for horizontal member etc. complete as per Manufacturer?s specification and direction of Engineer-in-Charge
21.75
6633
305
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BUILDING WORKS (G) WOOD AND PVC WORKS B. DOOR WINDOW SHUTTER 26. PVC Door Shutter-37 mm thick:Supplying fitting and fixing P.V.C. door shutter of approved quality & shade in position, the style & rail of the P.V.C. door shutter will be made of rigid P.V.C. multicavity hollow chamber of suitable size and section with 2.0 mm (+/-0.2 mm) wall thickness, the section will have 2nos. built in beads, horizontal & vertical section shall be fixed to each other by self tapping screws and 2 nos. of solid plastic or M.S. tubular galvanised brackets of length 200mmx80mm and other 100mmx100mm both 1.20 mm in each corner of the shutter frame for placing hinges. Polymer based multicavity hollow section of 105 mm x37mm with 2.0 mm (+/- 0.2 mm) wall thickness will be fitted in the middle as lock rail reinforced by solid polymer bar of 200 mm long at both ends abd screws from both sides. The section frame will then be fitted in by PVC panels of size 100 mmx20 mm with wall thickness of 1.2 mm (+/- 0.2 mm) and 2 nos. of 6 mm dia and screws from both sides 6mm dia bright rod will be inserted horizontally with both side check and nut system and stretches where fixing of hinges / hasp bolt / tower bolt / door ring are required to be strong enough to with stand wear and tear. The rate is inclusive of cost of all materials, labour, and hire of tools and plants and appliencies. Carriage of all materials taxes and all other incidental charges complete.The rate is exclusive of cost of hinges, hasp bolt, tower bolt,door ring etc. In ground floor. (For upper floors refer to item H(4) also)
9.8
22412
2287
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BUILDING WORKS (G) WOOD AND PVC WORKS D. ACCESSORIES 29. Anodised aluminium butt hinges of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 205/66) and fitted and fixed with cadmium plated screws: (iii) 75 x 45 x 2.5mm.
15
780
52
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BUILDING WORKS (G) WOOD AND PVC WORKS D. ACCESSORIES 26. Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws: (iii) 100mm long x 10mm dia. bolt.
10
530
53
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BUILDING WORKS (G) WOOD AND PVC WORKS D. ACCESSORIES 24 (A) Iron door ring of approved quality fitted and fixed with nut and washer complete. (ii) 75mm dia.
10
280
28
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18 MM TO 22 MM THICK KOTA STONE SLAB SET IN 20 MM THICK AVG. CEMENT MORTER(1:4) IN FLOOR, STAIR & LOBBY, ETC. INCLUDING POINTING IN CEMENT SLURRY WITH ADMIXTURE OF PIGMENT MATCHING THE STONE SHADE, INCLUDING GRINDING & POLISHING AS PER DIRECTION OF E-I-C.
5.65
6556
1160
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SUPPLYING, FITTING & FIXING 1ST QUALITY CERAMIC TILES IN WALLS AND FLOORS TO MATCH WITH THE EXISTING WORK & 4 NOS OF KEY STONES(10 MM) FIXED WITH ARALDITE AT THE BACK OF EACH TILE & FINISHING THE JOINTS WITH WHITE CEMENT MIXED WITH COLOURING OXIDE IF REQD. TO MATCH THE COLOUR OF TILES INCLUDING ROUGHENING OF CONCRETE SURFACE, IF NECESSARY OR BY SYNTHETIC ADHESIVE & GROUT MATERIALS, ETC.(B) AREA OF EACH TILES ABOVE 0.09 SQUARE METER.(1) COLOURED DECORATIVE.
17.1
18844
1102
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SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(III) WATER CLOSETS AND URINALS.a) Original Works.(1)Supplying, fitting and fixing Shallow water closet Indian pattern (I.P.W.C.) of approved make in white vitreous chinaware in position (excluding cost of concrete for fixing).(iii) 450 mm long
5
4360
872
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SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL PIPE AND FITTINGS.(a) Original Works.(31)Supplying,fitting and fixing Centrifugally Cast (spun) iron (Hubless) 'P' trap conforming to I.S. 15905 / 2011 including all joining materials but excluding coupling and painting two coats to the exposed surface.(Coupling & Painting to be paid seperately).(iii) 100 mm
5
3155
631
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SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL PIPE AND FITTINGS.(a) Original Works.(23)Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992.(A)(i) Single Socketed 3 Metre Length.(b) 110 mm.
12
3504
292
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SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL PIPE AND FITTINGS.(a) Original Works.(23)Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992.(B) Fittings.xv) Vent Cowl.(b) 110 mm
5
165
33
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(B) - SANITARY AND DRAINAGE WORKS.(B)-(III) WATER CLOSETS AND URINALS.a) Original Works.(9)Supplying, fitting and fixing Foot rest for water closet of size 275 mm X 125 mm with.(b) Porcelain of approved make.
5
1070
214
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SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL PIPE AND FITTINGS.(a) Original Works.(1)Supplying, fitting & fixing Cast iron soil pipe only conforming to I.S. 3989/ 2009 and I.S. 1729/2002 with bobbins, nails etc. including making holes in the wall, floor etc. and cutting trenches etc. in any floor through masonry concrete, if necessary, and mending good damages with necessary jointing materials and painting two coats to the exposed surface with approved paint complete. (Measurement will be made along the center line of the total pipe line in fitted condition including specials,payment for specials & Painting will however be paid seperately).(a) With valamoid joints including sealing with sand cement morter (4:1) upto quarter depth.(ii) 100 mm dia. (internal)
10
6880
688
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SECTION 1. ------------BUILDING WORKS (J)WHITE WASH, COLOUR WASH, DISTEMPER A. ORIGINAL WORKS 3.Colour washing with "ELLA" with a coat of white wash priming including cleaning and smoothening surface thoroughly :(i) Internal (all floors) (b) Two coats
45.44
978
21.53
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SECTION 1. ------------BUILDING WORKS (J)WHITE WASH, COLOUR WASH, DISTEMPER A. ORIGINAL WORKS 15 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. In Ground floor: iii) Two coats.
49.24
2412
49
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BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC 13. Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, 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
15.24
2529
166
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SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION PIT,SEPTIC TANK,SOAK PIT ETC.3.Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manholecover(heavy type)of approved make supplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slab including supplying, fitting and fixing all necessry specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and fefilling the sides of the tanks with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5% by weight of cement with all costs of labour and materials. Note:- (i) Finished level of Septic Tank should be 400 mm. from Ground Level. (ii) Height of 50 mm. Ventilation pipe &Mosquito proof mesh, should be follwed as per IS:2470,Part- I.Payment will be made separetly on the basis of actual height based on relevant I.S.Code.(ii) For 20 users A) With Pakur variety. (Other than SAIL/TATA/RINL)
2
94674
47337
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SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION PIT,SEPTIC TANK,SOAK PIT ETC.8.Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) (vii) 3 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover: 450 mm X 50 mm Frame: 540 mm X 100 mm opening: 370mm weight:46kg approx
22
29018
1319
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SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL PIPE AND FITTINGS.(a) Original Works.(16.)Supplying, fitting and fixing with cement jointing (3:1) salt glazed stoneware pipe including excavation of earth upto 1.50 metre depth in all sorts of soil both mixed or unmixed and refilling (but excluding concreting at bottom and sides).(iii) 150 mm
12.5
4175
334
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SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL PIPE AND FITTINGS.(a) Original Works.(20)Supplying, fitting and fixing yard gully with approved H.C.I. grating complete. (i) 225 mm X 150 mm with 230 mm gratings
15
7620
508
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35mm thick Cement Concrete Pavement (1:2:4) in floor/footpath etc. with graded stone chips 11.2mm down,properly leveled with 3mm thick screen on top by cement slurry paste@2.75kg cement per Sqm. Rounding off corners, chequering as required including taking necessary protective measure complete in Gr.floor/footpath.
30.41
7420
244
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Estimated amount
-
-
-
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Add: 9%SGST
1
30132
13091.41
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Add: 9%CGST
1
30132
13091.41
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1% LWC
1
3950
2443.73
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