Zilla Parishad Tender
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Zilla Parishad Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 Feb 2024
Closing Date5 Mar 2024
Tender Amount₹ 40,17,340
Costs
EMD
₹ 80,347Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ENGWG_13663_1Bid Award Id
ViewTender No
EE/N and M/ZP/MB/2023-24/17Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://eprocure.andaman.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources).
62.61
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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).
25.03
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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).
6.4
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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
391.29
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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.
854.72
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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
93.5
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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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Supplying and stacking at site.
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90 mm to 45 mm size stone aggregate
15.41
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63 mm to 45 mm size stone aggregate
16.83
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53 mm to 22.4 mm size stone aggregate
37.77
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Stone screening 13.2 mm nominal size (Type A)
7.41
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Stone screening 11.2 mm nominal size (Type B)
7.88
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Moorum
13.49
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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.
50.49
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Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of 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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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).
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With paving Asphalt grade VG - 30 with no solven
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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Providing and adding shredded Plastic @ 8% of Bitumen consumed including carriage of the same from Port Blair (Only in the item of laying 2 cm premix carpeting).
257.64
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Routine Maintenance after completion of construction works (Lump-sum Amount for each year per Km.)
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For 1st year (Rs. 19,175.34)
For 2nd year (Rs. 59,028.13)
For 3rd year (Rs. 81,069.43)
For 4th year (Rs. 1,03,963.83)
For 5th year (Rs. 1,13,824.28)
Maintenance Cost (Fixed)
Total 5 year maintenance cost = Rs. 3,77,061.00)
(Same rate to be quoted i.e Rs. 3,77,061.00)
For Routine Maintenance, the unit rate indicated by the Authority shall apply. The bidder is requried to accept these rates, Further, the payment shall be performance based.
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