Netaji Subhas Institute Of Technology Tender
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Netaji Subhas Institute Of Technology - NSIT Tender
Eprocure
Opening Date26 Feb 2019
Closing Date15 Mar 2019
Tender Amount₹ 97,83,401
Costs
EMD
₹ 1,95,668Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_NSIT_169990_1Bid Award Id
ViewTender No
NIT No. 16/VC/2018-19/NSUTTender Authority
Netaji Subhas Institute Of Technology ViewPurchaser Address
-Website
http://http://www.nsit.ac.in/
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Documents
BOQ Items
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4 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil
1247
-
54.18
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5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
65
-
4688.6
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6 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
47
-
7738.13
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7 Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform
249
-
442.15
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8 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more
5875
-
59.26
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9 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
507
-
5203.88
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10 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
52
-
379.64
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11 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster
1279
-
245.73
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12 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer – in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
75
-
1043.91
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13 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
1502
-
126.22
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14 Providing and placing in position 100mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes,of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage ,all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
87
-
1997.61
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15 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of R.C.C. pipes including bed concrete as per standard design : a) 250 mm diameter R.C.C. pipe
1360
-
687.46
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a) 300 mm diameter R.C.C. Pipe
472
-
793.2
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16 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : a) 250 mm dia. R.C.C. pipe
1360
-
504.7
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b) 300 mm dia. R.C.C. Pipe
472
-
542.92
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17 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
288
-
343.31
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18 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 19.19.1 L D- 2.5 H D - 20 Circular shape 560 mm internal diameter
23
-
1362.09
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19 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
248
-
4233.1
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20 Supplying, filling, spreading & levelling brick aggregate of size range 40-63 mm in recharge pit, in the required thickness, for all leads and lifts, all complete as per the direction of Engineer-in-charge.
102
-
1026.05
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21 Supplying, filling, spreading & levelling CHARCOAL/ ACTIVATED CARBON in recharge pit, in required thickness over gravel layer for all leads and lifts, all complete as per the direction of Engineer-in-charge.
21
-
12000
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22 Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer for all leads and lifts, all complete as per the direction of Engineer-in-charge.
41
-
1086.83
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23 Supplying and laying polyproprelene woven geotextile membrane of 2mm or more thickness of approved make in recharge pit, in required thickness over gravel layer for all leads and lifts, all complete as per the direction of Engineer-in-charge.
203
-
50
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24 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
666
-
131.66
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25 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
75
-
5643.77
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26 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
375
-
70.78
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27 Providing 8 mm thick M.S. Sheet shutter with two M.S. bar handle as required size and fixing at M.S. frame with chain link by welding in position and applying a priming coat of approved steel primer all complete as per direction of Engineer-in-charge.
435
-
53.76
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28 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
13
-
82.08
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