Zilla Parishad Tender
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The Zilla Parishad has issued a formal invitation for competitive bids for Repair And Maintenance Of Rural Road From Girls Hostel To Haripriyaphar (kartickphar) House At Naveen Nagar Under Zillaparishad Diglipur. in North And Middle Andaman, Andaman & Nicobar Islands, with an estimated contract value of Rs. 40,17,340. The bid opening date for this tender is 27-02-2024 and the last date for bid submission is 05-03-2024. Interested bidders for Zilla Parishad tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Zilla Parishad Tender
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
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Documents
BOQ Items
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Foundations, footings, bases of columns, etc. for mass concrete
391.29
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12 mm cement plaster of mix :
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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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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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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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Moorum
13.49
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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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With paving Asphalt grade VG - 30 with no solven
1105.92
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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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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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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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90 mm to 45 mm size stone aggregate
15.41
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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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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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63 mm to 45 mm size stone aggregate
16.83
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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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Stone screening 13.2 mm nominal size (Type A)
7.41
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53 mm to 22.4 mm size stone aggregate
37.77
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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 up to 1.5 m.
17.5
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40 mm thick with 20 mm nominal size stone aggregate
93.5
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On bituminous surface @ 0.50 Kg / sqm
1105.92
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1:4 (1 cement: 4 fine sand)
220
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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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Centering and shuttering including strutting, propping etc. and removal of form for
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Supplying and stacking at site.
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All kinds of soil.
130.3
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Stone screening 11.2 mm nominal size (Type B)
7.88
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
854.72
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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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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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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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Evaluation Notes How It Works ?
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