Directorate Of RD PRIS And ULBS Tender
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The Directorate Of RD PRIS And ULBS has issued a formal invitation for competitive bids for Construction Of Black Top Rural Road From Humfrygunj School To Shri. Shanmukha Rao S House Via P. Bhaskaran S House At Ward No.01 Under Gram Panchayat Humfrygunj. in South Andaman, Andaman & Nicobar Islands, with an estimated contract value of Rs. 38,61,469. The bid opening date for this tender is 06-06-2025 and the last date for bid submission is 18-06-2025. Interested bidders for Directorate Of RD PRIS And ULBS tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Directorate Of RD PRIS And ULBS Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 Jun 2025
Closing Soon18 Jun 2025
Tender Amount₹ 38,61,469
Costs
EMD
₹ 77,229Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RDPRI_18822_1Tender No
EE/PRI/SAD-I/RR/2025-26/29Tender 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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63 mm to 45 mm size stone aggregate
109.956
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53 mm to 22.4 mm size stone aggregate
109.956
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Stone screening 13.2 mm nominal size (Type A)
15.876
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Stone screening 11.2 mm nominal size (Type B)
13.23
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Moorum
41.748
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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 .
323.4
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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 I sqm
1102.5
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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
1102.5
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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.
1102.5
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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.
241.71
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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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1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size).
58.14
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Centering and shuttering including strutting, propping etc. and removal of form for all heights :
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Foundations, footings, bases of columns, etc. for mass concrete
817.81
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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :
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1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
2.074
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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.
332.89
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12 mm cement plaster of mix :
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1:4 (1 cement: 4 fine sand)
493
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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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40 mm thick with 20 mm nominal size stone aggregate
107.4
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
35
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