Directorate Of RD PRIS And ULBS Tender

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Directorate Of RD PRIS And ULBS Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date29 Nov 2024
Closing Date12 Dec 2024
Tender Amount₹ 29,20,598 
Notes
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Costs

Description

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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 earthwith lead upto 50 metres.

672

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Providing, 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 .

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Subbase with stone aggregate 90 mm to 45 mm including stone screening 13.2 mm size.

67.2

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Subbase with stone aggregate 63 mm to 45 mm including stone screening 13.2 mm size.

40.32

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Subbase with stone aggregate 53 mm to 22.4 mm including stone screening 11.2 mm size.

40.32

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Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :

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On W.B.M @ 0.75 Kg / sqm

504

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2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).( Use shredded plastic @10% of total bitumen i.e 90% VG-30 & 10% shredded plastic)

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With paving Asphalt grade VG - 30 with no solvent

504

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Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.

504

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

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All kinds of soil.

121.65

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

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1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

17.46

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1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)

56.1

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

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Thermo-Mechanically Treated bars of grade Fe-500D or more.

384.66

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)

6.19

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Centering and shuttering including strutting, propping etc. and removal of form for

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Foundations, footings, bases of columns, etc. for mass concrete

61.92

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Suspended floors, roofs, landings, balconies and access platform

6

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12 mm cement plaster:

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1:4 (1 cement : 4 fine sand)

247.8

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6 mm cement plaster:

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1:3 (1 cement : 3 fine sand)

6

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05 Years Maintenance Provision.

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1st Year 0.25% of Upgradation amount

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6792

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2nd Year 1.00% of Upgradation amount

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27168

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3rd Year 1.50% of Upgradation amount

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40752

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4th Year 2.00% o f Upgradation amount

1

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54336

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5th Year 2.75% of Upgradation amount

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74712



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