Kalyani University Tender
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Kalyani University Tender
Eprocure
Opening Date
9 Dec 2019Closing Date
21 Dec 2019Tender Amount
₹ 5,98,112Costs
EMD
₹ 11,962Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_UOK_258478_1Bid Award Id
ViewTender No
WD/3T-1/1048Tender Authority
Kalyani University ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
(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.
20
-
93621
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.
120
-
24
Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation.
(a) 1:3:6 proportion
3.727
-
4761
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
16.028
-
5940
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
30
-
369
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
0.25
-
53515
Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation and plinth
4.181
-
5413
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
34
-
736
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 (upto 4th floor)
(i) With 1:6 cement mortar
(b) 20 mm thick plaster
107
-
175
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
40
-
34
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
67
-
3140
17 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.
a) Normal Acrylic Emulsion (two coats)
67
-
67
(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.
100
-
29
(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)
100
-
72
(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.
7.3
-
9888
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.
1.4
-
72603
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
135
-
787
12% GST
1
-
63449.06
1% CESS
1
-
5921.91
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