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 Date10 Jul 2024
Closing Date25 Jul 2024
Tender Amount₹ 8,45,252
Costs
EMD
₹ 16,905Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDPRI_14788_1Bid Award Id
ViewTender No
EE/PRI/SAD-I/RR/2023-24/100Tender Authority
Directorate Of RD PRIS And ULBS ViewPurchaser Address
-Website
http://eprocure.andaman.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
63 mm to 45 mm size stone aggregate
18.32
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53 mm to 22.4 mm size stone aggregate
18.32
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Stone screening 13.2 mm nominal size (Type A)
9.57
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Stone screening 11.2 mm nominal size (Type B)
3.8
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-
Moorum
5.7
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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 .
53.59
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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
182.7
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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
182.7
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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.
182.7
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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
15.36
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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 :
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1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
5.12
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
-
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1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
11.52
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
1.09
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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.
175.27
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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.
620.15
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05 Years Maintenance Provision.
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1st Year 0.25% of Upgradation amount
1
1956
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2nd Year 1.00% of Upgradation amount
1
7860
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3rd Year 1.50% of Upgradation amount
1
11784
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4th Year 2.00% o fUpgradation amount
1
15720
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5th Year 2.75% of Upgradation amount
1
21612
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Evaluation Notes How It Works ?
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