Yamuna Expressway Industrial Development Authority Tender
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Eprocure
Opening Date14 Dec 2018
Closing Date27 Dec 2018
Tender Amount₹ 2,01,82,041
Costs
EMD
₹ 4,04,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_YEIDA_279776_27Bid Award Id
ViewTender No
YEA/GM(PROJCT)/2018/210 DT-03/12/2018Tender Authority
Yamuna Expressway Industrial Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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)
217.97
976102
4478.15
Brick work with FPS bricks of class designation 150 in foundation and plinth in:
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-16/6.1.2/P-111)
599.89
2981633
4970.3
12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DSR-16/13.4.2/P-227)
2235.6
376139
168.25
centering and shuttering including strutting,propping etc.
-
-
-
foundations,footing,base of columns etc for mass concrete DSR-16/5.9.1
1192.32
231250
193.95
suspended floors,roofs,landing,balconies an daccess platform
174.6
73733
422.3
centering and shuttering including strutting,propping etc.
-
-
-
colums,pillars,piers,abutments,posts and struts DSR-16/5.9.6
685.58
320748
467.85
centering and shuttering including strutting,propping etc.
-
-
-
edges of slabs and breaks in floors and walls DSR-16/5.9.16
7617.6
930870
122.2
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)
-
-
-
1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) DSR-16/5.1.2
998.25
6204473
6215.35
steel reinforcement for R.C.C work including straighteng,cutting,bending,placing in position and binding all complete above plinth level
-
-
-
thermo mechanicaly treated bars of grade fe-500D or more DSR-16/5.22.6
78362.63
4435324
56.6
red sand stone gang saw cut 30mm thick
-
-
-
DSR-16/1164
1282.2
374722
292.25
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
-
-
-
A.R/GNIDA
383.53
30375
79.2
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)
109.19
17519
160.45
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)
-
-
-
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)
79.22
354759
4478.15
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)
35.07
327210
9330.2
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
5505.99
311639
56.6
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
847.19
396357
467.85
paimting with symthetic enamel paint of approved brand and manufacture of required colour to give an even shade.
-
-
-
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
1143.23
89629
78.4
lettering with black japan paint of approved brand and manufacture. DRS-16/13.71/P-228
513792
1387238
2.7
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
109.19
8647
79.2
Add labour cess @ 1% on all above items
19982218.93
199822
0.01
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