Netaji Subhas Institute Of Technology Tender

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Netaji Subhas Institute Of Technology - NSIT Tender

Works
Civil And Construction
Eprocure
Opening Date28 Sep 2018
Closing Date15 Oct 2018
Tender Amount₹ 27,82,524 
Notes
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Costs

Description

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BOQ Items

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4 Providing and laying in position shot cement concrete with mechanical means in 1:1.5:3 ( One Cement, 1.5 coarse aggregate, 3 graded stone aggregate 10mm nominal size) including filling the loose stones/brick bats to plug the holes but excluding the hire charges of pneumatic machine all complete as per the directions of Engineer-in-charge.

1.1

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5956.86

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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 a 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

40.5

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5466.3

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

17

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4478.15

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6 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing 1:1.5 :3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).

1

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6990.4

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7 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6(1 cement : 6 coarse sand).

124

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4751.65

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8 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6(1 cement : 6 coarse sand). (Free of cost supply of bricks )

1.55

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2011

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9 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)

36.5

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5582.85

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10 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) (free of cost supply of hard stone.)

18

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2668.59

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11 Hire Charges for the pneumatic machine for shot concreting.

2

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650

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12 12 mm cement plaster of mix : 1:6(1 cement: 6 coarse sand)

374

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168.25

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13 15 mm cement plaster on rough side of single or half brick wall of mix : , 1:6 (1 cement: 6 coarse sand)

60

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194.6

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14 Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm)

434

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58.8

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15 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work

300

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78.4

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16 Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer

22

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582.6

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17 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge.

63

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71.6

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18 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)

3

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997.05

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19 Demolishing stone rubble masonry 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 : In cement mortar

2

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1005.7

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20 Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured) : In cement mortar

18

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284.3

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21 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.

200

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2.4

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22 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.

6

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120

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23 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. : In cement mortar

5.25

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842.75

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

766

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2.8

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25 Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead.

100

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15.05

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26 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. As per design drawings & instructions of Engineer-in-charge.

7079

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62.05

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27 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre 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/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

2153

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255

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28 Providing & fixing of the anchor rod with injectable mortar by drilling a hole in the surface of wall upto 150mm depth for the fixing of the struts for supporting the concertina coil over the boundary wall & 100mm in stone wall for the sheer pins in the buttresses. The sheer pins shall be fixed @ 1M c/c Make Hilti (Anchor rod HIT-V- 5.8 M12X220 + Injectable mortar HIT-RE 500-V3/500/1) or equivalent of Fischer.

2132

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202.63

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29 Supplying and spraying of herbicide glyphosate, by mixing of 5 ml in 1 litre of water along with 5 grams of Ammonium sulphate and to be sprayed in 1 Sq.m. area i.e. 5 ml of chemical in 1 Sq. m. area using power sprayer / knap sack sprayer all around the perimeter wall complete as directed by engineer in charge.

83

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8.19

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30 Providing and injecting cement slurry 1:3 (1 cement : 3 water) in cracks of RR masonry/brick masonry wall injecting with pneumatic machine including removing of loose stone/bricks, cleaning of walls, mortar etc. and also including wettings of effected area before 2 hrs. injecting of cement slurry but excluding the hire charges of pneumatic machine all complete as per the directions of Engineer-in-charge (Note: The actual quantity of cement consumed in cement slurry shall be measured for payment under this item).

10

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789.82

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Deduct - Deduct for the angle iron supplied dismantled angle iron to the agency

200

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25



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