Yamuna Expressway Industrial Development Authority Tender

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Yamuna Expressway Industrial Development Authority - YEIDA Tender

Works
Eprocure
Opening Date18 Dec 2018
Closing Date31 Dec 2018
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size). (DSR-16/4.1.8/P-88)

426.2

1908587

4478.15

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Brick work with FPS bricks of class designation 150 in foundation and plinth in:

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-

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Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-16/6.1.2/P-111)

1172.97

5830012

4970.3

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12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DSR-16/13.4.2/P-227)

4371.3

735471

168.25

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centering and shuttering including strutting,propping etc.

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-

-

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foundations,footing,base of columns etc for mass concrete DSR-16/5.9.1

1165.68

226083

193.95

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suspended floors,roofs,landing,balconies an daccess platform

116.1

49029

422.3

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colums,pillars,piers,abutments,posts and struts

-

-

-

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DSR-16/5.9.6

670.27

313585

467.85

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centering and shuttering including strutting,propping etc. and removal of form of:

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-

-

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edges of slabs and breaks in floors and walls DSR-16/5.9.16

14571

1780576

122.2

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)

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-

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1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) DSR-16/5.1.2

2194.84

13641698

6215.35

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

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-

-

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thermo mechanicaly treated bars of grade fe-500D or more DSR-16/5.22.6

172294.94

9751893

56.6

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red sand stone gang saw cut 30mm thick

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-

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DSR-16/1164

3215.04

1125264

350

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filling available excavated earth (excluding rocks) in trenches,plinth,sides of foundations etc in layer not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m

-

-

-

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A.R/GNIDA

749.75

37112

49.5

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Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./GNIDA)

379.28

38003

100.2

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)

-

-

-

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1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size). (DSR-16/4.1.8/P-88)

151.81

679827

4478.15

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providing,hoisting and fixing upto floor five level precast reinforced cement concrete in small lintels not exceeding 1.5 clear span upto floor five level i/e the cost of required centering,shutterin but not excedng the cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand :3 graded stone aggregate 20mm nominal size)

67.16

626616

9330.2

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steel reinforcement for R.C.C work including straighteng,cutting,bending,placing in position and binding all complete above plinth level. Cold twisted bars. DSR-16/5.22.3/100

10554

597356

56.6

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centering an sshuttering including strutting,propping etc and removal of form for: columns,pillars,piers,automents,posts an dstruts. DSR-16/5.9.6/198

1644.09

769187

467.85

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paimting with symthetic enamel paint of approved brand and manufacture of required colour to give an even shade.

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-

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Two or more coats on new work over an under of suitable shade with ordinary paint of approved band and manufacture. DSR-2016/13.61.1/P-232

2709.56

212429

78.4

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lettering with black japan paint of approved brand and manufacture. DRS-16/13.71/P-228

1000656

2701771

2.7

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filling available excavated earth (excluding rocks) in trenches,plinth,sides of foundations etc in layer not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m

379.28

18774

49.5

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Add labour cess @ 1% on all above items

41231137.22

412311

0.01



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