Indian Institute Of Technology Tender

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Indian Institute Of Technology - IIT Tender

Works
Eprocure
Opening Date10 Oct 2018
Closing Date30 Oct 2018
Tender Amount₹ 21,30,933 
Notes
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Costs

Summary

Construction Work In S.n. Bose Hostel (west Side), Iit(bhu), Varanasi.

Description

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Documents
NIT for Construction of washing place area with G.I. Profile sheet and M.S. hollow section, flooring with kota stone slab of S.N. Bose Hostel (West Side), IIT(BHU), Varanasi.
BOQ for Construction of washing place area with G.I. Profile sheet and M.S. hollow section, flooring with kota stone slab of S.N. Bose Hostel (West Side), IIT(BHU), Varanasi.
tender document for Construction of washing place area with G.I. Profile sheet and M.S. hollow section, flooring with kota stone slab of S.N. Bose Hostel (West Side), IIT(BHU), Varanasi.
Report Missing Document

BOQ Items

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DO_NOT_SHOW

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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (2.27)

45

41298

917.75

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Demolishing cement concrete manually / by mechanical means and disposal of material within 50 metres lead as per direction of Engineer in charge.

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-

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Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (15.2.1)

10

9970

997.05

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Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) (15.2.2)

7

4306

615.15

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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

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In cement mortar (15.7.4)

2

1685

842.75

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level

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"1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). (4.1.3)

19

104157

5481.95

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1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) (4.1.8)

34

152257

4478.15

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:

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Cement mortar 1:6 (1 cement : 6 coarse sand) (6.1.2)

5

23758

4751.65

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

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-

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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). (5.1.2)

43

267260

6215.35

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

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-

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Thermo-Mechanically Treated bars of grade Fe-500D or more.(5.22.6)

4050

229230

56.6

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Centering and shuttering including strutting, propping etc. and removal of form for all heights :

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Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick.(5.9.21)

157

65775

418.95

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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.

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Hot finished welded type tubes (10.16.1)

6496

586264

90.25

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

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-

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Two or more coats on new work (13.61.1)

293

22971

78.4

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Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge ) 0.50 mm (+0.05% ) total coated thickness with Zinc coating 120 grams per sqm as per IS:277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyster top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches duing transporation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixing using self drilling / self tapping screws of size (5.5 x 55mm) with EPDM seal, complete upto any pitch in horizontal/vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (12.50)

298

164019

550.4

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Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :

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25 mm thick (11.26.1)

298

345113

1158.1

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Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.

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30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (9.20.2)

7

16609

2372.8

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Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.

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15 mm dia nominal bore (18.10.1)

70

13048

186.4

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20 mm dia nominal bore (18.10.2)

20

4483

224.15

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Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :

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-

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15 mm nominal bore (18.18.1)

4

1149

287.25

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20 mm nominal bore (18.18.2)

2

654

327.05

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Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :

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-

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15 mm nominal bore (18.49.1)

10

3717

371.7

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Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :

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25 to 40 mm nominal bore (18.13.1)

2

788

394.15

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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :

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All kinds of soil

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Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia (2.10.1.2)

30

6763

225.45

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Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :

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150 mm diameter (19.1.2)

30

9811

327.05

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Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :

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150 mm diameter S.W. pipe (19.2.2)

30

22855

761.85

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Carriage of Melba. (Approved Rate)

15

5085

339



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