Punjab State Transmission Corporation Limited Tender

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Punjab State Transmission Corporation Limited - PSTCL Tender

Works
Eprocure
Opening Date12 Dec 2018
Closing Date18 Jan 2019
Tender Amount₹ 23,50,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Centring and shuttering for columns (Square or rectangular or poly gonal in plain)

344.59

-

242.01

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Cement Concrete 1:8:16 with 40 mm gauge stone aggregate using concrete mixer volumetric type

8.58

-

1181.04

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Cement Concrete 1:6:12 with 40 mm gauge stone aggregate using concrete mixer volumetric type

20.2

-

1200.44

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Cement Concrete 1:5:10 with 40 mm gauge stone aggregate using concrete mixer volumetric type

5.67

-

1216.46

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Cement Concrete 1:4:8 with 40 mm gauge stone aggregate using concrete mixer volumetric type

88.83

-

1248.19

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Cement Concrete 1:2:4 using stone ballast or shingle volumetric type

23.82

-

1339.44

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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixeras per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement excluding steel reinforcement centering and shuttering in foundation and plinth

198.95

-

1949.4

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Extra for using vibrator where not included in rates

22.25

-

26.845

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First Class burnt brick work 1:6 laid in cement sand mortar in foundation and plinth

4.38

-

3183.98

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115 mm thick brick wall laid in cement sand mortar 1:4 without reinforcement in foundation and plinth

60.8

-

415.96

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Conglomerate floor 25 mm thick cemnt concrete topping 1:2:4 (using mechanical mixer for mixing of material)

24

-

47.41

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Conglomerate floor 50 mm thick cemnt concrete topping 1:2:4 (using mechanical mixer for mixing of material)

261.07

-

70.25

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12.5 mm thick CP 1:3

84.8

-

82.06

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20 mm thick CP 1:4 in 2 coat work

44

-

101.16

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Steel Work Fixed independently without connecting plates, including cutting, hoisting and fixing in position (MS Rail @ 44.64 kg/m) (Through Rate)

9.91

-

4737.01

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Cold Twisted Deformed (Ribbed/ TOR Steel Bar) bars Fe 500 grade as per IS 1786-1985, for RCC works,where not included in complete rate of RCC including bending and placing in position complete (Labour Rate)

89.04

-

537.345

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Compacting original ground below road crust Loosening, leveling and compacting original ground up to a level of 500mm below road crust, mixed with water at OMC, levelled, graded and compacted in layers by rolling so as to achieve minimum dry density as given in Table 300-2 for sub grade construction as per technical clause 305 of MORT&H specifications

266.48

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60.41

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Proiding, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand picking, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical 404 of MORT&H specifications

266.48

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1222.61

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Providing and fixing of various sizes of cable racks

228.96

-

69

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Providing and Fixing angle Iron Nozing 50x50x3 mm angle iron for cable trenches

40

-

156

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Supplying and Hoisting of Ferocement Trench Covers of size 2'8"x1'6"

45

-

582

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Supplying and Hoisting of Ferocement Trench Covers of size 2'6"x1'9"

104

-

649

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P&F Base Plate 235x220x12mm for T/F Plinth

27

-

364

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MS Cleat 65x65x6 mm-19 mm for T/F Plinth

106

-

35

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Fixing of Tempelates

84

-

200

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Providing and Fixing Angle Iron Nozing made out of 50x50x6 angle iron for T/F Plinth

22.2

-

306

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Spreading of Crusher stone 20 mm size in the yard area in 75 mm thick layer including preparation of surface complete as per the satisfaction of Engineer-in-charge

59.7

-

1373.35

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Disposal of surplus soil outside the yard area

409.96

-

114.14

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Extra carriage of material FOR CEMENT

101.25

-

343.54

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Extra carriage of material FOR F.SAND

64.96

-

276.56

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Extra carriage of material FOR C.SAND, CRUSHER, BALLAST AND STONE METAL

691.13

-

370.51

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Extra carriage of material FOR STEEL

8.9

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259.45

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Extra carriage of material FOR BRICKS

5459

-

0.295

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Difference of rate of material for coarse sand

102.41

-

43.8

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Difference of rate of material for crusher (12/13.2)

101.42

-

154.17

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Difference of rate of material for crusher (10/11.2)

101.42

-

169.19

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Difference of rate of material for stone ballast

119.4

-

103.04

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Difference of rate of materials for bricks

5459

-

0.377

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Difference of rate of materials for stone metal

266.48

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191.65



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