Directorate Of RD PRIS And ULBS Tender
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Directorate Of RD PRIS And ULBS Tender
Civil And Construction
Road Construction
Eprocure
Opening Date25 Feb 2025
Closing Soon6 Mar 2025
Tender Amount₹ 18,88,222
Costs
EMD
₹ 37,764Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RDPRI_17781_1Tender No
EE/PRI/SAD-I/RR/2024-25/166Tender Authority
Directorate Of RD PRIS And ULBS ViewPurchaser Address
-Website
http://eprocure.andaman.gov.in
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Documents
BOQ Items
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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)
4.75
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1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
64.94
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-
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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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-
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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)
1.74
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-
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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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-
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
160.53
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Centering and shuttering including strutting, propping etc. and removal of form for all heights:
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-
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Foundations, footings, bases of columns, etc. for mass concrete
318.2
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12 mm cement plaster of mix:
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-
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1:4 (1 cement: 4 fine sand)
163
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
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-
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40 mm thick with 20 mm nominal size stone aggregate
31.2
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Providing weep holes of size 50 mm dia with 50 mm dia PVC pipe including fitting fixing withgratings of requisite dia slope 1:20 towards drainage surface including packing with well graded stone metal filter of approved quality in the holes as per direction of the Engineer-in-charge.
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50 mm dia PVC pipe
10.5
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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.
399
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Supplying and stacking at site.
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90 mm to 45 mm size stone aggregate
49.68
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63 mm to 45 mm size stone aggregate
29.84
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53 mm to 22.4 mm size stone aggregate
29.84
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Stone screening 13.2 mm nominal size (Type A)
15.68
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Stone screening 11.2 mm nominal size (Type B)
6.23
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Moorum
9.35
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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 .
87.78
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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
299.25
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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
299.25
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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.
299.25
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05 Years Maintenance Provision.
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1st Year 0.25% of Upgradation amount
1
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4391
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2nd Year 1.00% of Upgradation amount
1
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17564
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3rd Year 1.50% of Upgradation amount
1
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26347
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4th Year 2.00% o f Upgradation amount
1
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35129
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5th Year 2.75% of Upgradation amount
1
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48303
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