Shri Mata Vaishno Devi University Tender

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Shri Mata Vaishno Devi University - SMVDU Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date2 Aug 2024
Closing Date3 Sep 2024
Tender Amount₹ 2,13,257 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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

0.03

43

1681.1

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Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m. (stacks of cleaned bricks shall be measured) : 15.8.3 From brick work in cement mortar

1000

4816

4.82

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Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.

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-

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All kinds of soil :

0.36

217

603.4

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CEMENT CONCRETE (CAST-IN-SITU) Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:

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-

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1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

0.68

3898

5733.6

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Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.

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-

-

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1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

0.68

6389

9395.7

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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with

-

-

-

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1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

1.26

12375

9821.85

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FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for:

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-

-

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Foundations, footings, bases of columns etc. for mass concrete.

1.8

515

286.35

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Lintel, beams, plinth beams, girders, bressumers and cantilevers.

8.4

4851

577.55

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Columns, pillars, piers, abutments, posts and struts.

5.88

4366

742.55

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5.9.16 Edges of slabs and breaks in floors and walls 5.16.1.1 Under 20 cm wide

34

8914

262.2

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

-

-

-

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

235.01

28953

123.2

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Brick work with common burnt clay (non-modular) bricks of class designation 7.5 infoundation and plinth including curing in :

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-

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

9.07

68689

7571.55

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Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

9.07

13205

1455.65

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15mm Cement plaster on the rough side of single or half brick wall of mix: 13.2.2 1 : 6 ( 1 cement : 6 fine sand)

39.44

12218

309.8

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Structural steel work 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. 10.2.2 Welded

154.39

21336

138.2

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Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per meter cost of total length of barbed wire used.

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With G.I. barbed wire

102

2024

19.85

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Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 meter openable length ( total length 90m), having 50 nos rounds per 6 meter length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ meter (cost of M.S. angle, C.C. blocks shall be paid separately)

17

5198

305.8

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Carriage of material by MT

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-

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Cement (from Jammu to site of work 50 km)

1.6

866

541.39

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Sand ( from nagrota to site of work 25km)

4.17

1638

393.02

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Stone Aggregate (Surinsar to site of work 40km)

2.17

1134

522.62

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Steel for 50 km

0.46

227

498.28

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Brick (from Akhnoor to site of work 60km)

4309

7993

1.86



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