Ayodhya Development Authority Tender
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Ayodhya Development Authority Tender
Eprocure
Opening Date28 Sep 2018
Closing Date4 Oct 2018
Tender Amount₹ 57,77,250
Costs
EMD
₹ 1,15,600Document 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
2018_AFDA_255319_1Bid Award Id
ViewTender No
3378-ii/AFDA/2018-19 Date 25-9-2018Tender Authority
Ayodhya Development Authority ViewPurchaser Address
-Website
http://http://www.adaayodhya.in/Default.aspx
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Documents
BOQ Items
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R.C.C. works with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion 1:1.5:3 (1 cement:6 aggregate) in Coloumn excluding supply of reinforcement and its bending the same with 24 B WG binding wire andnecessary cente
93
739350
7950
... More
R.C.C. works with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion 1:1.5:3 (1 cement:6 aggregate) in slab excluding supply of reinforcement and its bending the same with 24 B WG binding wire andnecessary centerin
3
22200
7400
... More
Mild steel or Iron in plan work such as reinforced concrete or reinforcement brick work (When not wrought to included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of s
156
842400
5400
... More
Dismantling cement concrete or brick or granolithic floors including stacking of dismantled materials as directed by Engineer-in-charge within a distance of 60 meters (200 feet). As per S.I. No 697
1372
61740
45
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Earth work in cutting/ embankment in ordinary soilexcluding to be in in the form of reqular pits not excding 0.5 m in depth and earth work in embankment to be in 20Cm layer including ramming and dressing the surface to required levels and including
390
37050
95
... More
Disposal of surplush earth up to 3KM cartage complete in all respect
600
54000
90
... More
Supply and laying and consolidation of 40-63 mm size stone ballast complete in all respect
195
384150
1970
... More
Supply and laying & consolidation of G.S.B. complete in all respect as per direction of E/I
220
574200
2610
... More
Providing and applying tack coat with bitumen (VC-10) ushing emlusion pressure distrivator at the rate 0.50 Kg/Sqm on the prepased bituminouse/granular surface cleaned with mechanical broom A.R
3700
58460
15.8
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Providing and laying of bituminius macadam with 100-120 TPH hotmix plant producing an avarge out put of 75 Tonnes per houre using crushed aggrigate of specified greading premixed with bituminouse binder @ 3.5% of mix transported at site lai
185
1670365
9029
... More
bitumen tack coat same as Item No above 12 but @ -35kg per Sqm all compleate
3700
42550
11.5
... More
Providing and laying semi dense bitumenious concrete with 100-120 TPH batch type hotmix plant producing an avarge out put of 75 tonnes per houre ushing crushed aggrigate of specified greading premixed with bituminouse binder @ 5% of mix and fille
93
885639
9523
... More
Brick edging on both side of the 1st class brick 8 cm. (3") wide and 12 cm. (4 1/2) deep laid with mud mortar all labour finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by E
500
32350
64.7
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Providing and laying Dry brick ballast with sand in ratio 2:1 etc. all complete
85
144245
1697
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Supply and fixing of 80 mm thick. I shaped M-30 grade inter locking tiles mechanically compressed size 200 x (160 + 120) with min. 5 mm thick. topping of OP cement mixed with 25% marble powder. including cost of sand for bedding and joints filling
299
245180
820
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Recovery of interlocking Tiles recover by dismentling all complete
36000
648000
18
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