Yamuna Expressway Industrial Development Authority Tender

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Yamuna Expressway Industrial Development Authority - YEIDA Tender

Works
Eprocure
Opening Date10 Jun 2019
Closing Date24 Jun 2019
Tender Amount₹ 6,05,73,478 
Notes
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Costs

Description

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BOQ Items

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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)

37862.5

3411411

90.1

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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)

5681

11644913

2049.8

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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)

6093.75

12397125

2034.4

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Supplying and stacking at site.

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-

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90 mm to 45 mm size stone aggregate (DSR-16/16.3.1/P-265)

1643.67

2196025

1336.05

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63 mm to 45 mm size stone aggregate (DSR-16/16.3.2/P-265)

2374.94

3442000

1449.3

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53 mm to 22.4 mm size stone aggregate (DSR-16/16.3.3/P-265)

1127.34

1738640

1542.25

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Supplying and stacking at site. Moorum (DSR-16/16.3.10/P-265)

1029.19

661975

643.2

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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)

3958.48

1777753

449.1

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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)

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-

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Case-1: 13mm nominal chipping size

24375

1311131

53.79

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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)

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-

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On granular base such as WBM and WMM surface with 2.50Kg of bitumen for 10Sqm

36562.5

322846

8.83

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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)

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-

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25mm compacted thickness with bitumen penetration of CRMB-55

36562.5

6201000

169.6

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

394.88

1768331

4478.15

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Brick work with 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)

897

4262230

4751.65

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

3412.5

485428

142.25

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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)

126.75

635353

5012.65

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White washing with lime to give an even shade: New work (three or more coats) (DSR-16/13.37.1/P-230)

3250

56062

17.25

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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)

9750

1244100

127.6

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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)

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250mm dia NP-3 pipe

95.06

44145

464.4

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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)

55

100633

1829.7

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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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1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). (DSR-16/4.1.3/P-88)

83.85

459661

5481.95

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Add labour cess @ 1% on all above items

59973741.56

599737

0.01



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