Midnapore College Tender
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Midnapore College Tender
Building Construction
Eprocure
Opening Date4 Dec 2021
Closing Date11 Dec 2021
Tender AmountRefer Documents
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2021_MC_354498_1Tender No
NIT/ET/15/2020-21Tender Authority
Midnapore College ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
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. (payment to be made on
measurement of finished quantity)
14.59
-
-
Single Brick Flat Soling of picked jhama bricks
including ramming and dressing bed to proper level
and filling joints with local sand.
21.22
-
-
Ordinary Cement concrete (mix 1:2:4) with graded
stone chips (20 mm nominal size) excluding
shuttering and reinforcement in ground floor. a)
Pakur Variety
2.12
-
-
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.
21.22
-
-
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.
Tor steel/Mild Steel
I. SAIL/ TATA/ RINL
0.7
-
-
Batch Mixed concrete of M 25 Grade with well
Graded stone chips of 20 mm nominal size
containing designed quantity of cement per Cu. M
of Wet concrete produced in computerised batching
plant under controlled condition using approved
super plasticizer designing concrete mix following
I.S 10262 and I.S. 456 transporting the mix with
agitation in transit mixer to work site depositing the
mix on a platform erected for the purpose at
required level of concreting and then placing the
mix in its final location of form work compacting and
curing the same complete as per specification and
direction of the Engineer-in charge including hire
charges of computerised batching plant, transit
mixer with all accessories vibrators etc. inclusive of
all other incidental charges in this connection
complete but excluding cost of hire charge of
platform and its supporting staging which would be
paid through separate item. Consumption of
cement will not be less than 300 Kg of cement per
cubic meter of controlled concrete but actual
consumption will be determined on the basis of
preliminary test and job mix foumula. [Cement to be
supplied by Deptt], [with Batching Plant & transit
mixer], [ Pakur Variety] . Without approved
concrete pump.
7.61
-
-
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 EIC.
21.18
-
-
Brick work with 1st class bricks in cement mortar
(1:6)
0.48
-
-
Plaster (to wall, floor, ceiling etc.) with sand and
cement mortar including rounding off or chamfering
corners as rected and raking out joints including
throating, nosing and drip course, scaffolding/
staging where necessary (Ground floor).[ Excluding
cost of chipping over concrete surface] (i) With 1:6
cement mortar, (A) 20 mm thick plaster
4.38
-
-
Providing and fixing exterior quality Aluminium
Composite Panel (ACP) wall cladding on existing
Al. /MS frame work with GI brackets, ACP fixed on
the existing frame work by folding the edges of
ACP panel (Engraving the rear surface of ACP
sheet) with CP angles, cleats and strainless Steel
screws forming groves at the periphery of ACP
panel. Such grooves filled with foam and silicon
sealant etc. complete with all materials (but
including the cost of silicon sealant), labour,
scaffolding and all other incidental charges
complete in all respect as per specification and
direction of Engineer-in-charge. (Mode of payment
is on finished surface area of ACP) (a) 3mm thick
(0.25mm Al.+2.5mm LDPE +0.25mm Al. PVDF
coating)
100.72
-
-
Priming one coat on steel or other metal surface
with synthetic oil bound primer of approved quality
including smoothening surfaces by sand papering
etc.
187.3
-
-
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 :
With other than hi-gloss of approved quality-
(iv) Two coats (with any shade except white)
187.3
-
-
ungle cutting, Dressing or any other unforeseen
work if necessary during execution of the work.
1
-
-
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 EIC. (Payment will be made on finished
length of the work). (A) In 10-12 Micron
thickness Annodizing film II) Coloured g) Fixed
Glazing.
i) Top, bottom and side member.
30.4
-
-
ii) Mullion.
30.4
-
-
iii) Glazing clip.
91.2
-
-
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
EIC complete including cutting to requisite shape
and length, fabrication with necessary bolting,
metal arc welding conforming to IS: 816 - 1956 &
IS: 1995 using electrodes of approved make and
brand conforming to IS:814- 1957, 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 EIC. 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.
(A) POST 01
(a) ISA 50X50X6
1.28
-
-
(b) ISA 75X75X6
0.75
-
-
B) POST 02
(a) ISA 50X50X6
1.19
-
-
(b) ISA 75X75X6
0.68
-
-
(c) ISMC 100
0.11
-
-
Supplying bubble free float glass of approved make
and brand conforming to IS: 2835-1987.x) 10 mm
thick coloured / tinted / smoke glass.
7.56
-
-
Supplying, fitting & fixing granite slabs 15mm to 18
mm. thick with uniform texture & without decorative
veins in columns, wall, facia,rise etc. with 15 mm
thick [avg] cement mortar (1:2) including making
suitable arrangements to hold the stones properly
by brass / copper hooks including pointing in
cement mortar (1:2) (1 white cement : 2 marble
dust) with admixture of pigment matching the stone
shades all complete as per direction of the
Engineer-in-charge including cost of all materials,
labours, scaffolding, staging, curing and
roughening of concrete surface complete. [Using
cement slurry at back side of granite @ 4.4 kg/sq.m
& white cement slurry for joint filling @ 1.8 kg/sq.m]
(a) Area of each Granite slab 0.6 to 1.0 Square
t
12.87
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-
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