Yamuna Expressway Industrial Development Authority Tender
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Eprocure
Opening Date
14 Feb 2019Closing Date
27 Feb 2019Tender Amount
₹ 4,42,76,795Costs
EMD
₹ 8,86,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_YEIDA_305114_14Bid Award Id
ViewTender No
YEA/GM(PROJCT)/2019/242 DT-04/02/2019Tender Authority
Yamuna Expressway Industrial Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Lead upto 1.0 Km.
21028.26
-
70.45
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (DSR-16/16.1/P-265)
27282.1
-
90.1
Construction of Granular Sub-Base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for Grade-1 material. (MORTH/(AR/GNIDA)
1597.67
-
2049.8
Wet Mix Macadam: Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Technical Specification Clause 406 of MORTH/(AR/GNIDA)
1713.75
-
2034.4
Supplying and stacking at site.
-
-
-
90 mm to 45 mm size stone aggregate (DSR-16/16.3.1/P-265)
2516.59
-
1336.05
63 mm to 45 mm size stone aggregate (DSR-16/16.3.2/P-265)
3633.9
-
1449.3
53 mm to 22.4 mm size stone aggregate (DSR-16/16.3.3/P-265)
1769.76
-
1542.25
Supplying and stacking at site. Moorum (DSR-16/16.3.10/P-265)
1584.05
-
643.2
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. (DSR-16/16.4/P-265)
7920.25
-
449.1
Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder 80/100 @ 1.20 Kg. laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. (MORTH-510/A.R./GNIDA)
-
-
-
Case-1: 13mm nominal chipping size
25987.5
-
64.3
Providing and applying tack coat on the prepared surface with bitumen Medium setting emulsion in boiler and spraying the emulsion with spray set fitted on bitumen boiler including cleaning, preparing the existing road surface as per specifications (MORTH-503(b)/AR/GNIDA)
-
-
-
On granular base such as WBM and WMM surface with 2.50Kg of bitumen for 10Sqm
25987.5
-
10.5
Providing, laying & rolling of close graded premix surfacing material of 25mm thickness composed of 11.2mm to 0.09mm (Type-a) or 13.20mm to 0.09mm (Type-b) aggregates using penetration grade bitumen CRMB-55 to the required line grade and level to same as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. (MORTH/512/A.R./GNIDA)
-
-
-
25mm compacted thickness with bitumen penetration of CRMB-55
25987.5
-
183.7
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)
-
-
-
Depth from 0.0 to 1.5 M below G.L.
1844.79
-
160.4
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)
422.52
-
4478.15
Brick work with 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)
811.71
-
4751.65
12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DSR-16/13.4.2/P-227)
2995.65
-
168.25
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). (DSR-16/16.69/P-277-278)
35.65
-
5012.65
White washing with lime to give an even shade: New work (three or more coats) (DSR-16/13.37.1/P-230)
457
-
17.25
Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With bricks of class designation-150 (DSR-16/16.7.1/P-265)
11118
-
127.6
Providing and carting of following dia RCC hume pipe S&S NP-3 class & specials in site of work lowering the same into trenches in depth upto 1.50m below G.L. true to alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe. (A.R./GNIDA)
-
-
-
250mm dia NP-3 pipe
40
-
447.09
Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete. (DSR-16/16.49/P-272)
2
-
1829.7
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)
-
-
-
1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). (DSR-16/4.1.3/P-88)
103.54
-
5481.95
Add labour cess @ 1% on all above items
43838411.43
-
0.01
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