Agra Development Authority Tender
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Agra Development Authority - ADA Tender
Eprocure
Opening Date28 Dec 2018
Closing Date8 Jan 2019
Tender Amount₹ 25,23,000
Costs
EMD
₹ 50,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_ADAA_288346_6Bid Award Id
ViewTender No
27/2018-19 dt.-24.12.18Tender Authority
Agra Development Authority ViewPurchaser Address
-Website
http://http://www.adaagra.in/
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Documents
BOQ Items
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Brick Bats
13.09
-11126
-850
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Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as per directed by the Engineer-in-charge up to a distance of 30 M from the foundation trenches.(Ch. No. 5 S.I.No.251) SOR-2017-18 (Rate includes royalty of earth)
213
27690
130
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Providing and laying cement concrete in 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and curing complete, including cost of iron work in foundation and floors completion of the work as per direction of E/I. (S.I. No. 274 SOR-2017-18)
38
148200
3900
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Class-150 brick work in 1:4 Cement and Coarse sand of 2.25 fineness modulous mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work as per direction of E / I. (S.I No. 305) SOR 2017-18
134
629800
4700
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Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of the E / I. (S.I No. 279(a) (SOR 2017-18)
14
88900
6350
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12mm Thick cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth, chamfers and finished even and smooth. (NBO-17.58)
(a) 1 cement : 4 coarse sand (S.I. No. 582(ii) SOR-2017-18)
795
119250
150
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R.C.C Work with cement approved coarse sand and 2cm. (¾") gauge approved stone ballast in the proportion 1:1½:3 in Slab excluding supply of reinforcement and its bending the same with 24 BWGI binding wire and including nesessary centering and shuttering etc. and also including supply of all materials labour and T&P etc. required for proper completion of the work. (SI.No-284(a) (SOR 2017-18)
7.54
62959
8350
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Reinforcement of Reinforced concrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its waistage Bend, hooks, Binding wire and authorized over lapping shall be measured upto floor two level. (S.I No. 504) SOR 2017-18
(a) 10mm to 32mm tor (TMT Bars) Fe-415
6.5
38415
5910
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water to O.M.C. in mechnical mix plant carries of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORT&H specification No. 406 (S.I. No. 4.12 (table-400-11)(53-22.40mm@30%, 22.40-4.75mm@40%, 2.36mm & Below 30%)
140
380380
2717
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Providing and applying primer coat with bitumen emulsion (S.S.) on prepared surface of granular base including clearing of road surface and spraying primer @ 0.75 kg/sqm. (S.S. Grade) using mechanical broom including all taxes complete as per MORT&H specification No. 503
934
23350
25
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Providing and laying Bitumious Macadam with 60-90 TPH Batch type hot mix plant producing an average out put of 25 TPH, Ussing Crushed stone aggregates of specifide grading as given below, Primixed with Bituminous Binder @ 3.3% of mix and filler, Transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignmemt, rolling with smooth wheeled vibratory and tandem roller to achieve desired compaction as per MORTH specification clause No. 501.6 and 501.7 complete in all respect. 50mm to 80 mm thick using VG-30 Bitumen. (25-10mm@40%, 10-5mm@40%, 5mm & Below 20%)
103
284280
2760
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Providing and laying Tack Coat with VG-10 bitumen using pressure distrubutor @0.30 kg./m2 on prepared bituminous surface, clearing of road surface machanical broom including cost of bitumen T&P labour & all taxes complete as per MORT&H specification No.
934
9526
10.2
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Providing and laying Semi Dense Bituminous Concrete with 60-90 TPH Batch type hot mix plant producing an average out put of 75 TPH, Ussing Crushed stone aggregates of specifide grading as given below, Primixed with Bituminous Binder @ 4.5% of mix and filler, Transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignmemt, rolling with smooth wheeled vibratory and tandem roller to achieve desired compaction as per MORTH specification clause No. 508 complete in all respect. 25 mm thick using VG-30 Bitumen. (with 9.50-4.70mm@57%, 4.75mm & Below 41% and 2% filler)
54
167400
3100
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Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50 M in depth & earth-work in embankment to be in 20 Cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 M lift and 30 M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M distance as directed by the Engineer-in-charge. (S.I No. 253, SOR-2017-18) (Rate including royalty of earth)
74
10730
145
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Construction of Granual sub-Base (GSB) by providing coarse graded material, spreading in uniform layers with moter grader surface, mixing by mix in place method with rotavator at OMC & compacting with vibratory power roller to achieve the desired density, complete as per clause Table-400-2 S.N. 4.2 (C) MORT&H specification no. 401 grading size 53.00-26.50 mm @ 35%, 26.50-4.75 mm @ 45% and 2.36 mm & below @ 20% (Analysis)
39.5
103490
2620
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Laying of 80mm thick Rubber Moulded I shapped precast Interlocking tiles (Compressive strength not less than 30Mpa and weight 4.50kg) including local sand base levelling and dressing of surface to required level and slope filling joints with local sand all complete work including VA. (SOR-2017-18/Chapter-20 N.I.-19)
494
434720
880
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Supply of excavator cum loader machine (Like JCB) on hire charges inclusive of diesel, operator cleaner etc complete. (If required) (SOR 2017-18) (Not to be used in garbage loading)
6
6000
1000
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Supply of Tractor Trolly with driver including P.O.L. (SOR 2017-18)
3
4500
1500
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Supply of Sweeper for sweeping & cleaning of road, drain, park, open space etc including T&P complete as per direction of E/I. Full time (SOR 2017-18)
20
7000
350
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Cartage of surplus earth at a distance of 1.00km. (SOR-2017-18)
287
21812
76
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