The University Of Burdwan Tender
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The University Of Burdwan Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date31 Aug 2022
Closing Date19 Sep 2022
Tender Amount₹ 6,10,541
Costs
EMD
₹ 12,211Document Cost
₹ 750Tender Fee
Refer Documents
Summary
Construction Of Boundary Wall And Two Wheeler Garrage At Udaykanan Residential Campus,b.u.(2nd Call)
Description
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Contact
Tender Id
2022_BU_399888_1Tender No
BU/ENGG/18/2022-23Tender Authority
The University Of Burdwan ViewPurchaser Address
-Website
http://wbtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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. In ground floor including roof
18
-
19
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 In ground floor including roof
6
-
166
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.
24
-
119.27
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.
20
-
24
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor,(A) [Pakur Variety] (a) 1:3:6 proportion
3
-
4702.53
Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.
[using concrete mixture] (b) M 25 Grade (i) Pakur Variety Ground floor
12
-
5679.3
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) (c)9 to 12 mm thick approved quality ply board shuttering in any concrete work
150
-
363
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, basement and upto roof of ground floor/upto 4 m JSW/JSPL/SHYAM/ SRMB/BMASL/ELECROSTEEL/SSL Ground floor
1.4
-
54375.54
Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
3
-
4767.06
(b) In superstructure, ground floor Ground floor:
3
-
4990.06
(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. (payment to be made on measurement of finished quantity) (B) Do - by fine sand
20
-
640.86
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
156
-
656.53
Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials.
8
-
1304
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] With 1:6 cement mortar (b) 20mm thick plaster Ground floor
175
-
151.73
(c) 15 mm thick plaster Ground floor
175
-
133.55
(b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
40
-
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 : With super gloss (hi-gloss) - (IV)Two coats (With any shade except white)
40
-
79
Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.
NOTE : Cement 0.152 cu.m. per 100 sq.m.
40
-
32.76
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 Gr. Floor
350
-
31.4
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC 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) (b)Premium 100% Acrylic Emulsion Gr. Floor
350
-
84
M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816- 1969 & IS: 9595 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 reqired 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 tubular memebrs as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. i) For trusses spanning up to 12.00 m
0.3
-
72951
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.
(Payment to be made on area of finished work).
(i) In Roof:- a) With 0.5 mm thick sheet
20
-
896
Supplying fitting and fixing 600 mm ( ±30 mm) diametre R.B.T (Reinforced Barbed Tape) Concertina fencing on wall top using concertina coils stretched to approx.6 meters length at site clipped with two nos. of horizontal R.B.T strands which will be tensioned and fixed with the vertical M.S angle iron posts by means of security fasteners (such as 'C' clips, R.B.T clips etc.)
71.43
-
408
GST @ 12% for Sl;1-16
1
-
64767
CESS @ 1% for Sl;1-17
1
-
6045
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