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
₹ 6,01,48,546Costs
EMD
₹ 12,05,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_YEIDA_305114_12Bid 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.
9988.52
703691
70.45
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)
4863.5
9894304
2034.4
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)
3201.12
6561655
2049.8
Providing and applying prime coat on the prepared surface with bitumen slow 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-502/ AR /GNIDA)
-
-
-
On granular base such as WBM and WMM surface with 0.80Kg per Sqm
11880
261360
22
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
55000
555500
10.1
Providing and laying dense graded bitumen macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder 60/70 @ 4.25% of mix and filler transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level, and alignment rolling with smooth, wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause 507 complete in all respects. (MORTH/507) (A.R./GNIDA)
-
-
-
50mm compacted thickness with bitumen penetration of 60/70 @ 4.25% by weight of total mix.
2750
21528650
7828.6
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 per cent of mix and filler transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level, and alignment rolling with smooth, wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause 509 complete in all respects. (MORTH-509/AR/GNIDA)
-
-
-
40mm compacted thickness with bitumen penetration of CRMB-55 @ 5% by weight of total mix
2200
18197520
8271.6
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)
76.52
363596
4751.65
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)
27
120910
4478.15
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)
48.94
245319
5012.65
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)
1180
150568
127.6
12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DSR-16/13.4.2/P-227)
590
99267
168.25
White washing with lime to give an even shade: New work (three or more coats) (DSR-16/13.37.1/P-230)
2500
43125
17.25
Add labour cess @ 1% on all above items
59553016.19
595530
0.01
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