Vidyasagar University Tender
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Vidyasagar University Tender
Eprocure
Opening Date13 Sep 2019
Closing Date20 Sep 2019
Tender Amount₹ 6,15,753 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 14,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_VU_244281_1Bid Award Id
ViewTender No
WB/VU/MID/NIeT-12/19-20Tender Authority
Vidyasagar University ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Scanned and signed copy of NIeT online payment details and all relevant documents
BOQ Items
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.
110
-
24
Single brick Flat Soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
110
-
344
Cement concrete with graded stone (20 to 30 mm size excluding shuttering) [Pakur Variety]:1:3:6 proportion.
5.5
-
5207
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. [Pakur Variety]
8.7
-
5348.34
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. [Pakur Variety]
5
-
5900.92
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.
(Other than SAIL/TATA/RINL).
0.4
-
68053
Hire and labour charges for shuttering with centering and necessary staging up to 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 (up to roof of ground floor) 25 mm to 30mm thick wooden shuttering. a)without staging
16.7
-
203
(b) with staging
43
-
321
Brick work with 1st class bricks in cement mortar (1:4): In Foundation and plinth.
15
-
5408
In super structure
6.5
-
5631
125 mm thick brick work with 1:4 cement mortar
62.5
-
705
Extra for using approved HB netting in every 3rd layer
62.5
-
41
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, noising and drip course: With 1:4 cement mortar : 20mm thick.
180
-
174
With 1:4 cement mortar: 15mm thick.
102
-
152
With 1:4 cement mortar: 10mm thick.
111
-
123
Neat cement punning about 1.5 mm thick in wall, dado, window, sills, floor, drain etc.
135
-
34
40 mm. thick damp proof course with cement concrete (1:1.5:3) (with graded stone chips 20 mm nominal size) with water proofing compound of approved brand @ 0.2% weight of cement including cost of materials over two coats of non toxic acrylic polymer modified cementitious waterproofing slurry coat complete [cost of water proofing compound and non toxic paint to be paid separately) 25 mm thick
7.3
-
299
M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1957 & IS: 1161- 1958 connected 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- 1956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete.
i) For trusses spanning up to 12.00 m
0.4
-
72951
Supplying, fitting and fixing coloured galvanized corrugated sheet work (Other than TATA make) thickness not less than 0.45mm
49
-
610
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.
241
-
98.88
Extra for work in grill gate. (I) For hanging and locking arrangements including supply of materials and labour complete.
(15% extra over the corresponding item of grill
241
-
14.83
M.S. works in framed gratings of window etc.made of round or square bars and frame work or M.S. flats (with the bars securely fixed to the flat bar frame) with or without intermediate flat bar stiffener and fixed with necessary screws etc. complete, as directe.
326
-
88.23
Supplying fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc complete (excluding the cost of battens).
In ground floor.75mm X 25 mm X 4.5 mm X 2.7mm
27.9
-
270
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
3.6
-
1304
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
56
-
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 :
Two coats (with any shade except white)
56
-
79
White washing including cleaning and smoothening surface thoroughly.
Three coats (on new works only).
100
-
20.01
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface thoroughly, complete as per manufacturer's specification and as per direction of the EIC.(one coat)
189
-
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 coats: Premium 100% Acrylic Emulsion.
189
-
84
Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. For each additional Depth of 150mm and part thereof.
120
-
19
Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)
36
-
55.5
Supplying, spreading and consolidating Moorum(80%) and sand (20%) to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification.150mm thick
18
-
905.94
Construction of sub - base by using local materials (brick bats, sand etc.) spreading in uniform layer and rolling with power roller including watering complete.
36
-
296.94
GST @ 12% (Twelve Percentage) over item no. 1 to 29.
1
-
75072.24
Labour Welfare Cess @ 1% (One Percentage) over item no. 1 to 30.
1
-
7006.84
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