Zilla Parishad Tender
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Zilla Parishad Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 Dec 2023
Closing Date11 Dec 2023
Tender AmountRefer Documents
Costs
EMD
₹ 58,676Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_OEEPB_12580_1Tender No
EE/ZP/SA/2023-2024/53Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://eprocure.andaman.gov.in
GEM & Bid Advisory Services
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Documents
construction of rural road from zilla parishad road to Chaya rani house at ward no 9 under wimberlygunj panchayat by zilla parishad south Andaman revised estimate
construction of rural road from zilla parishad road to Chaya rani house at ward no 9 under wimberlygunj panchayat by zilla parishad south Andaman revised estimate
BOQ Items
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63 mm to 45 mm size stone aggregate
51.13
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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 up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size ).
1.68
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53 mm to 22.4 mm size stone aggregate
51.13
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Carriage of earth by mechanical transport including loadind unloading and stacking for a lead of 4.00 km.
332.75
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer- in - charge.
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1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
1.68
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Stone screening 13.2 mm nominal size (Type A)
36.37
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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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1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregated 40 , nominal Size).
23.09
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Providing and fixing P.V.C pipe of dia 50 mm as weep hole.
102
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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.
510
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Painting runway/ taxi/ apron marking with adequate no. of coats to give uniform finish with road marking pain of superior make as approved by the Engineer - in -charge i/e cleaning the surface of all dirt, scales,oil grease and other foreign material etc. and lining out complete.
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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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Centering and shuttering including strutting, propping etc. and removal of forms for :
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Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50 m and lift upto 1.5 m,disposed earth to be levelled and neatly dressed.
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12 mm cement plaster of mix :
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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 : 3 (1 cement:3 fine sand)
25.92
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40mm thick with 20 mm nominal size stone aggregate
68
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Foundations, footings, bases of columns, etc.for mass concrete.
585.41
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1 : 4 (1 cement : 4 coarse sand)
330.12
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New work (Two or more coats)
38.72
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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications 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.
183.6
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On W.B.M. @ 0.75 Kg/ sqm
510
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All kinds of soil.
332.75
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90 mm to 45 mm size stone aggregate
127.16
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Suspended floors, roofs, landings,balconies and access platform.
8.96
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Thermo - Mechanically Treated bars.
599.74
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1: 3:6 (1 cement:4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
1.16
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Moorum
21.41
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1:1.5:3 (1 cement : 1.5 coarse sand :3 derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
2.67
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Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1.5 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m
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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. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
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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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2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chipping 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 (Use shredded plastic @ 10 % of total bitumen i. e 30 % VG & 10 % Shredded Plastic).
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Nominal concrete 1:3:6 or richer mix (i/c equilvalent design mix)
3.75
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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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6 mm cement plaster of mix :
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
24.8
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Supplying and stacking at site
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All kinds of soil.
165.75
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Evaluation Notes How It Works ?
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