Kalyani University Tender
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Kalyani University Tender
Coronavirus COVID 19
Eprocure
Opening Date26 Feb 2020
Closing Date16 Mar 2020
Tender Amount₹ 42,83,783 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 85,676Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2020_UOK_275110_1Bid Award Id
ViewTender No
WD/3T-1/1296Tender Authority
Kalyani University ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
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(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.
107
-
93621
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Supplying and laying Polythene Sheet (150gm / sq.m.) over
damp proof course or below flooring or roof terracing or in
foundation or in foundation trenches.
200
-
24
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Labour for Chipping of concrete surface before taking up
Plastering work.
540
-
21
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Cement concrete with graded jhama khoa (30 mm size) excluding shuttering (a) 1:3:6 proportion
27
-
4761
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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.
(i) Pakur Variety
97
-
5940
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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 (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work
650
-
369
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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.
(i) Tor steel/Mild Steel
14.3
-
53515
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Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation and plinth
13.2
-
5413
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(b) In superstructure
77.2
-
5636
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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)
(i) With 1:6 cement mortar
(b) 20 mm thick plaster
450
-
175
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(c) 15 mm thick plaster
395
-
151
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(iii) With 1:3 cement mortar
(d) 10 mm thick plaster
250
-
139
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Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
21
-
34
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Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete 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. (a) One Coat
i) Water based interior grade Acrylic Primer
650
-
3080
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(b) Rendering the surface of walls and ceiling with white cement based wall putty of approved make and brand
650
-
110
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Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty
(Two coats)
i) Standard Quality
650
-
62
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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.
(a) One Coat
420
-
3140
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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.
(Two Coat)
a) Normal Acrylic Emulsion
420
-
67
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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.
41
-
29
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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.
24
-
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 :
(b) On steel or other metal surface :
(iv) Two coats (with any shade except white)
41
-
72
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(a) On timber or plastered surface :
(iv) Two coats (with any shade except white)
24
-
75
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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.
(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
4.5
-
9888
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Supplying and laying true to line and level vitrified tiles of
approved brand (size not less than 600 mm X 600 mm X 10
mm thick) in floor, skirting etc. set in 20 mm sand cement
mortar (1:4) and 2 mm thick cement slurry back side of tiles
using cement @ 2.91Kg./sqM or using polymerised adhesive
(6 mm thick layer applied directly over finished artificial stone
floor/Mosaic etc without any backing course) laid after
application slurry using 1.75 Kg of cement per sqM below
mortar only, joints grouted with admixture of white cement
and colouring pigment to match with colour of tiles / epoxy
grout materials of approved make as directed and removal of
wax coating of top surface of tiles with warm water and
polishing the tiles using soft and dry cloth upto mirror finish
complete including the cost of materials, labour and all other
incidental charges complete true to the manufacturer's
specification and direction of Engineer-in-Charge. (I) With application slurry @1.75 kg/ Sq.m, 20 mm sand
cement mortar (1:4) & 2 mm thick cement slurry at back side
of tiles, 0.2 kg/ Sq.m white cement for joint filling with
pigment.
(B) Light Colour
208
-
1285
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Supplying and laying true to line and level Anti-Skid, Full Body, Homogeneous & Granular finish Vitrified Tiles conforming to IS:15622-2006 & IS 4457-2007 and testing shall be made in accordance with IS:13630 [Non- modular sizes for tiles with Skid resistance 0.5, Mohr's hardness 5.0, Staining esistance: Class-1, Water Absorption: E 0.5%], MOR 35 N/sq.mm in Internal area of building e.g. Toilet Block, Passage, Corridor, Accessible Open Terrace etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg./Sqm or using Polymerised Adhesive (6 mm thick layer applied directly over finished artificial stone floor/ Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per Sqmbelow mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles/ epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the
manufacturer's specification and direction of Engineer-in-Charge.
12
-
906
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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.
(e) Sal : Malayasian
0.3
-
83218
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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.
(a) 35 mm thick shutters (single leaf)
12
-
2659
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Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.
2.1
-
447
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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.
35
-
19
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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.
A) UPVC Pipes:
(ii) 110 mm. Dia.
45.6
-
251
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B) UPVC Fittings:
c) Bend 87.5 degree
(ii) 110 mm. Dia.
6
-
140
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d) Shoe
(ii) 110 mm. Dia.
6
-
111
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Supplying profiles of required section made of Aluminium Alloy Extrusions conforming to IS: 732-1983 and IS: 1285- 1975; Annodized (with required film thickness and specified colour / natural) matt finished conforming to IS: 1868-1983 for fabrication of composit door, sliding & casement windows, partitions, formed of basic sections of any ISI embossed / certified make and brand as per direction of Engineer - In-
Charge. (Payment will be made on finished length of the work).
(A) In 10-12 Micron thickness Annodizing film
I) Natural white
b) 3- track sliding window
i) Bottom frame
23.4
-
311
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ii) Top and side frame.
55
-
270
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d) Shutter for all track sliding window.
i) Bottom & Top member
47
-
117
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ii) Style side member.
32
-
119
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iii) Interlock member.
63
-
148
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Labour charge for fabrication and installation of composite door, window, partitions made from annodized extruded alloy aluminium sections for the following units:-
(A) Glazed aluminium sliding windows made of extruded and annodized alloy aluminium sectios, fabrications, including cutting to proper shape and size, drilling and aligning of window shutter frame fitted with in built locking arrangements, sliding rollers and other necessary fittings, fixture, adhesives and joineries along with extruded neoprine or EPDM gasketing in between window frame and masonry work (walls, column, beam.lintels etc.) as well as between glass and shutter frame for fixing glass and Polysulphide sealant and in between shutter and window frame
where necessary including cutting to requisite size and fixing glass as per drawing, specification and direction of EIC.
The rate includes the hire charge of all tools and plants, including all incidental charges, adhesive, joineries such as screw, cleat angle etc. but excluding the cost of extruded aluminium sections, glass, neoprene / EPDM gasket, locking arrangement and rollers.
ii ) 3 /4 track sliding window.
29
-
941
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Supplying PVC rollers for sliding windows as per direction of Engineer in charge.
78
-
14
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Supplying maruti lock (100mm)
52
-
46
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Supplying EPDM gusket of approved make and brand as per direction of Engineer in charge.
i) For sliding windows
a) ' T' shaped EPDM gasket for frames.
234
-
13
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b) 'U' shaped EPDM gasket for frames.
141
-
15
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Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987.
iv) 5mm thick coloured / tinted / smoke glass.
29
-
585
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Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.
(viii) 100mm. X 75mm. X 3.50mm.
16
-
66
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i) Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting.
(c) 300mm long.
4
-
166
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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:
(viii) 225mm long x 12mm dia. bolt.
4
-
114
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Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction.
(a) 40mm X 6mm, 250mm Length
24
-
29
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Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete:
(vii) 150 mm grip x 12 mm dia rod.
8
-
111
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Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete.
8.4
-
4320
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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
0.303
-
72603
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Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn)
coating of 150 grams per sq. metre (followed by colour
coated on both side) steel sheet work having minimum yield
strength of 550 Mpa of trapizoidal profile of approved make
(excluding the supporting frame work) fitted and fixed with
55 mm & 25 mm self tapping screw, EPDM Washer 16 mm
dia & 3 mm th. washer etc. complete with 150 mm end lap
and one corrugation minimum side lap
(i) In Roof:-
a) With 0.5 mm thick sheet
50
-
787
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Add for Internal Electric work @ 15 %
1
-
493948.24
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12% GST
1
-
454432.38
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1% CESS
1
-
42413.68
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