Agriculture Production Department Tender

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Agriculture Production Department Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date11 Nov 2024
Closing Date21 Nov 2024
Tender Amount₹ 1,00,000 
Notes
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Costs

Description

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Documents
Renovation of the office of Assistant Soil Chemist Budgam
NIT Renovation of ASC Office at Narasapora Budgam
BOQ for Renovation of ASC Office at Narasapora Budgam
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BOQ Items

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Providing & fixing PVC pipes 100mm having thermal stability for hot and cold-water supply including all PVC plain and brass threaded fittings including jointing of pipes & fittings, complete.

25

632

15815

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a) dismantling of tile work in floors and walls in cement mortar including stacking material within 50 mts for thickness greater than 40 mm = 20 x 01= 20 sft

1.9

87

166.25

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b) dismantling of cement concrete manually including disposal of material within 50 mts lead using 1:3:6 or richer mix = 20x 01x =20sft

1.9

1681

3194.09

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c) Earthwork excavation by manual means over areas exceeding 30 cm upto 1,5 mts in depth, 1.5 mts in width including disposal of excavated earth upto 1 m for cutting edge disposed earth to be levelled and neatly dressed= 20 x 01x01=20 cft

0.6

455

273.3

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d) Providing & laying in position cement concrete of (1:2:4) using 20 mm nominal size aggregate & coarse sand = 20x0.5x1= 10 cft

0.3

6591

1977.38

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Manhole: 4 N0’s a) Earthwork excavation by manual means over areas exceeding 30 cm upto 1,5 mts in depth, 1.5 mts in width including disposal of excavated earth upto 1 m for cutting edge disposed earth to be levelled and neatly dressed; 2x2x2= 8 cft x 4 = 320

0.9

455

409.95

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b) Providing & laying in position cement concrete of (1:4:8) using 20 mm nominal size aggregate & coarse sand: 2x2x0.25 = 1 cft x 4

0.11

5202

572.32

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c) Providing & laying in position cement concrete of (1:2:4) using 20 mm nominal size aggregate & coarse sand= 2x2x0.25 = 1 cft & 6x1 = 6 cft Total= 7 cft x 4

0.8

6591

5273

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d) 15 mm thick plastering on inner side of walls & Bottom in (1:4) mortar= 2x2= 4 sft &4x1x1= 4 sft Total = 8 sft x 4

3

327

983.55

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e) 12inch x 12inch manhole cover

4

400

1600

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Construction of sewer channel of total dimensions as described below: 1) Earthwork excavation by manual means over areas exceeding 30 cm upto 1,5 mts in depth, 1.5 mts in width including disposal of excavated earth upto 1 m for cutting edge disposed earth to be levelled and neatly dressed; = 2x2x65= 260 cft

7.4

455

3370.7

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2) Providing and laying of stone soling of nallah including carriage, dressing and ramming etc =2x0.5x65=65 cft

1.84

937

1725.74

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3) Providing & laying in position cement concrete of (1:4:8) using 20 mm nominal size aggregate & coarse sand = 2x0.25x65= 32.50 cft

0.92

5202

4786.67

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4) Shattering and form work & its removal= 2(1) x 65=130 sft

12.1

628

7609.69

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5) Providing & laying in position cement concrete of (1:2:4) using 20 mm nominal size aggregate & coarse sand = 2x1x0.5x65 = 65 & 0.25x2x65=32.5 Total = 97.5 cft

2.76

6591

18191.85

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6) 15 mm thick plastering on inner side of walls & Bottom in (1:4) mortar= = 4x65=260 sft

24.2

327

7933.97

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Connecting all sewer lines with main municipal drain by drilling hole in drain

2

600

1200

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Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 1 x 80 x 20 = 1600 cft = 45.35 cum

45.3

272

12326.13

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Carriage by mechanical transport upto 15 kilometers

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-

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Aggregate

5.03

344

1732.28

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Sand

3.01

344

1036.61

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Cement

2.75

306

842

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Carriage by manual labour upto 00 meters

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-

-

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Aggregat

5.03

-

-

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Sand

3.01

-

-

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Cement

2.75

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-

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Signboard and photographs

1

666

666.54



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