Zilla Parishad Tender
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Zilla Parishad Tender
Civil And Construction
Road Construction
Eprocure
Opening Date5 Oct 2024
Closing Date16 Oct 2024
Tender Amount₹ 39,90,013
Costs
EMD
₹ 79,800Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Repair And Maintenance Of Rural Road From Girls Hostel To Haripriya Phar(karthick Phar) House At Naveen Nagar Under Zilla Parishad, Diglipur
Description
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Contact
Tender Id
2024_ENGWG_15918_1Tender No
EE/NM/ZP/MB/2024-2025/06Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://eprocure.andaman.gov.in
GEM & Bid Advisory Services
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BOQ Items
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All kinds of soil
109.36
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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 upto 50 m and lift upto 1.5 m.
15.44
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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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1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
9.9
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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)
51.61
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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).
23.56
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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 massconcrete
42.09
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
321.52
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Suspended floors, roofs, landings, balconies and access platform
24.1
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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 derived from natural sources)
5.42
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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.
566.79
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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
86.3
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12 mm cement plaster of mix :
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1:4 (1 cement: 4 fine sand)
220
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Providing and laying Bitumen Penetration Macadam with hard stoneaggregate of quality, size and grading as specified, with bitumen ofsuitable penetration grade, including required key aggregate asspecified, spreading coarse aggregate with the help of self propelled/tipper tail mounted aggregate spreader and applying bitumen by apressure distributor and then spreading key aggregate with the helpof aggregate spreader complete, including consolidation with roadroller of minimum 8 to 10 tonne capacity to achieve specified valuesof compaction and surface accuracy :
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For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/10 sqm.
1105.92
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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 bituminous surface @ 0.50 Kg / sqm
1105.92
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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.
1105.92
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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 bitumin i.e 90% VG 30 and 10% shredded plastic)
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With paving Asphalt grade VG - 30 with no solvent (90% VG 30 and 10% shredded plastic)
1105.92
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Providing and 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 .( inclusive of all materials,labour,machineries.)
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sub-base with stone aggregate 63mm to 45 mm including stone screeing 13.2mm
6.75
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sub-base with stone aggregate 53mm to 22.4 mm including stone screeing 11.2 mm
16.46
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Total of Quoted Amount (A)
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MAINTENANCE:- Amount is provisioned . Work has to be executed as per maintenance schedule provided in NIT/Agreement after completion of work.
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For 1st Year
1
9279
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For 2nd Year
1
37116
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For 3rdYear
1
55675
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For 4th Year
1
74233
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For 5th Year
1
102070
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Total of Maintenance Cost for 5 Years (B)
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Grand Total (A+B)
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Evaluation Notes How It Works ?
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