West Bengal Agro Industries Corporation Limited Tender
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West Bengal Agro Industries Corporation Limited - WBAIC Tender
Civil And Construction
Building Construction
Eprocure
Opening Date8 Oct 2021
Closing Date12 Nov 2021
Tender Amount₹ 14,25,314 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 28,510Document Cost
₹ 1,180Tender Fee
Refer Documents
Summary
Aic/aed/niet-28/21-22/gr_11
Description
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Contact
Tender Id
2021_WBAIC_347225_11Bid Award Id
ViewTender No
AIC/AED/NIeT-28/21-22Tender Authority
West Bengal Agro Industries Corporation Limited ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth
26.22
-
5242
Brick work with 1st class bricks in cement mortar (1:4) (a) In superstructure
3.24
-
5465
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) a) With earth obtained from excavation of foundation.
5.52
-
77.54
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).
21.54
-
206
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) I) In Ground Floor
119.94
-
682
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)
18.24
-
487.41
Earth work in filling in compound, tank, low land,
ditches etc. with good earth, in layers not exceeding
150 mm. including breaking clods and consolidating
the same by ramming and dressing complete.
(Payment will be made on profile measurement before
and after the work)With carried earth arranged by the contractor within a radius of 3 km. including cost of carried
earth.
29.52
-
487.41
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.
100.62
-
328
25 mm to 30 mm thick shuttering without staging in foundation
13.68
-
205
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.(a) For works in foundation and upto roof of ground floor/upto 4 m other manufacturers
0.96
-
70527
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 II) In First Floor
10.5
-
6537.22
75 mm. thick brick work with 1st class bricks set in cement, sand mortar (1:4) in ground floor including H.B. netting in every alternate layers.
45.36
-
471
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 cement mortar (c) 20 mm thick plaster I) In Ground Floor
218.64
-
186
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] (c) 15 mm thick plaster I) In Ground Floor
221.88
-
161
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] (c) 10 mm thick plaster I) In Ground Floor
67.26
-
129
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 above 10 kg/sqm upto 16 kg/sqm
2.88
-
7371
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 x15 mm M.S. square tube. The two vertical door profiles are to be reinforced with 19 mmx 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.
87.3
-
305
Supplying, Fitting & Fixing 30 mm thick Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5 mm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail. Paneling of 5 mm th. both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the “C” channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per direction of Engineer-in-Charge. In ground floor.
24
-
1943
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
58.68
-
34
White washing including cleaning and smoothening surface thoroughly. (c) Three coats (on new works only).
449.1
-
20.01
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 (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. I) In Ground Floor (iii) 20 mm. thick using gray cement
48.66
-
233
Priming one coat on steel or metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
23.88
-
29
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 :On steel or other metal surface with super gloss higloss two coat with any shade except white :
23.88
-
79
Supplying, fitting and fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make in position complete excluding 'P' or 'S' trap (excluding cost of concrete for fixing).530 mm X 410 mm
6
-
1522
Supplying, fitting and fixing Squating plate with integral flushing in white vitreous chinaware of approved make in cement concrete (6:3:1) with jhama chips complete. (Payment of concrete will be paid seperately). (i) 450 mm X 350 mm
12
-
881
Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. brackets on 75 mm X 75 mm wooden blocks, C.P. waste fittings of 32 mm dia., one approved quality brass C.P. pillar cock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approved quality P.V.C. waste pipe with C.P. nut 32 mm dia., 900 mm long approved quality P.V.C. connection pipe with heavy brass C.P. nut including mending good all damages and painting the brackets with two coats of
approved paint.450 mm x 300 mm
6
-
1979
Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992
(A) (i) Single Socketed 3 Meter Length 110 mm
12.6
-
292
75 mm
21
-
196
Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 fittings plain tee 110 mm
6
-
85
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 thickR.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 artificialstone over 100mm thick R.C.C(1:1.5:3) bottom slab including supplying, fitting andfixing all necessry specials, fittings, S.W. tees, C.I. foot rest etc.including excavationearth 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,PartI.Payment will be made separetly on the basis of actual height based on relevant I.S.Code.
(i) For 20 users . (other than SAIL/TATA/RINL)
6
-
44205
Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size)
including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials.
With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia. (other than SAIL/TATA/RINL)
6
-
15539
Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external
surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials. with bazree other than SAIL/TATA
6
-
6497
Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same
complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore. (d) For depth upto 150 metre for 40 mm dia
104.04
-
90
Supply of High Density Poly-ethylene Pipe conforming to IS - 4984 - 1985 (Dia) [PE - 63]6 Kg / Sq.Cm. (Working Pressure)
(Dia) 40 mm
104.04
-
72
Supplying high density polythene strainer of approved make with adapter conforming to I.S. specifications.
(i) 40 mm dia.
9.78
-
376
Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets.
(i) 40 mm dia.
6
-
124
S+F+F 0.5 HP pump incl all necessary fittings as per direction of EIC
6
-
3000
Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer
(a) 500 litre capacity
6
-
2584
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).
24
-
539
Supplying, fitting and fixing CPVC (Chlorinated
Polyvinyl Chloride) pipes of approved make conforming
to IS-15778: 2007 . 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,
fitting, fixing etc. complete in all respect including cost
of all necessary fittings as required,jointing materials 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.
(a) For Exposed Work 32 mm
48
-
283
Sub Total
-
-
-
GST 12%
1
-
151200.23
CESS 1%
1
-
14112.02
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