Agra Development Authority Tender
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Agra Development Authority - ADA Tender
Civil And Construction
Road Construction
Drainage Work
Eprocure
Opening Date22 Jun 2022
Closing Date28 Jun 2022
Tender Amount₹ 53,34,000
Costs
EMD
₹ 1,06,700Document Cost
₹ 1,680Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_ADAA_710022_1Bid Award Id
ViewTender No
12/2022-23 dt.-21.06.22Tender Authority
Agra Development Authority ViewPurchaser Address
-Website
http://http://www.adaagra.in/
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Documents
BOQ Items
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1.50 To 3.00 M
512.96
-
155
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3.00 To 4.50 M
223.47
-
175
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Closed timbering in trenches including shrutting shoring and packing cavaties (where Ever required) all complete.
Depth not exceeding 1.5m (DSR 2.16.1)/ 2021
411
-
104
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Depth not exceeding 3.00m (DSR 2.16.2)/2021
411
-
110
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Depth not exceeding 4.50m (DSR 2.16.3)/2021
287.7
-
121
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Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. (CH-5 S.I. No. 275 SOR 2020-21)
56.69
-
5350
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Providing and laying non-pressure NP3 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
600 mm dia. R.C.C. pipe (19.35.2) DSR 2021
250
-
3051.55
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Making connection of drain or sewer line with existing man hole including breaking into and makng good the walls, floors with cement concrete 1:2:4 cement plastered on both side with cement mortar 1:3 finished with a floatng coat of neat cement and making necessary channels with cement concrete 1:2:4 for the drain etc., Complete. (DSR-2021 Item No. 19.21.3)
4
-
838
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Supply of all materials, labour, T&P etc. and construction of man hole 1.00x1.20x1.50 internal size, excavation upto 1.65 mt depth, 15cm thick base concrete of 1:5:10 C.C., masonary work with M-150 brick with 1:4 cement & coarse sand mortar in 1.35 mtr. heaving all walls 34.5 cm thick plastered with 12mm thick plaster in 1:4 cement & fine sand mortar with neat finish, 4cm thick floor with 1:2:4 C.C., 15cm thick RCC slab in 1:1.5:3 cement, coarse sand & 20mm stone grit with reinforcement @ of 1.20% of CC work & fixing of 4 No. footrest of 16mm dia bar length 1.20 mtr., including man hole cover made of ferrow cement 60cm dia heavy duty with frame including back filling of trenches ramming watering and disposal of surplus earth near by local pits etc all complete. Analysis attached based on SOR 2020-21
6
-
38831.65
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Addition/subtraction of masonary shaft of man hole (size 1.00x1.20Mtr) excavation upto 1.00mtr. Depth, brick work in 1:4 cement & coarse sand mortar heaving all walls 34.5cm thick in 1.00 mtr. height plaster with 1:4 cement & fine sand mortar with neat finish and fixing of 3 No. footrest of 16mm dia bar length 1.20 mtr, etc all complete. Analysis attached based on SOR 2020-21
9.45
-
13230.95
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Part-B :- Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. (CH-4 Item No. 253(a) SOR 2020-21)
1276
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125
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Extra for Earth work in embankment mechanically compacted to 98% proctor density In ordinary soil, excavation to be done form of regular pits not exceeding 0.5mtr in depth and work embankment to be in 20cm layer including ramming and dressing pulveerzation the surf Including Supply of Labour, T&P, Roller and water sprinkler
536.5
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35
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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 (53mm - 26.50mm @ 35%, 26.50-4.75mm @ 45%, 2.36-mm and below @ 20%)
461.1
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2737
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Providing and Laying spreading and compacting grades stone aggregate to wet mix macadam (WMM) specification including premixing the material with water to OMC in mechnical Mix plant carries of mixed materical by tipper to site laying in uniform layers with paver in sub-base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density as per MORT&H specification No 406 S.No. 4.12 (table -400-11) Material (For Grading-I), 53 mm -22.4 mm 30.00%, 22.4mm-4.75mm 40.00%, 2.36 mm and below 30%)
384.25
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2869
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Class-150 (Non Modular) brick work in 1:4 Cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. (CH-6 DSR S.I. No. 6.1 SOR-2020-21)
27.74
-
5100
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Providing and fixing M20 grade concrete pressed Precast central verge kerb stone. (size 550x300x150 mm) including fixing and pointing
352
-
538.6
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Cartage of surplus earth or malva at a distance of 8.00 km.(SOR-2020-21)
740
-
184.08
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Providing and applying Tack Coat VG-10 bitumen using bitumen pressure distributor @ 0.30 Kg/ M2 on the prepared bituminous surface cleaned with labour and Air compnesson including cost of bitumen, aggregate, T&P labour & all taxes complete as per MORTH&H specification No.503 Analyses attached.
1479
-
15.5
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Providing and laying of Bituminous Macadom with 60-90 TPH Batch type Hot Mix Plant producing an average out put of 75 TPH, Ussing Crushed stone aggregates of specified grading as given below, Primixed with Bituminous Binder @ 3.30% of mix and filter, Transporting the hot mix to work site, laying with a hydrostatic paver finsher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller to achieve the disired compaction as per MORTH specification clause No. 501.6 and 501.7 complete in all respects 50mm to 80 mm thick using VG-30 Bitumen (Grading 19mm nominal size) 25-10mm 40% 10-5mm 40% 5mm and below 20%
73.31
-
3524
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Providing and laying Semi Dense Bituminious Concrete with 60-90 TPH Batch type Hot Mix Plant producing an average out put of 75 TPH, Using Crushed stone aggregates of specified grading as given below, premixed with Bituminous Binder @ 4.50% of mix and filter, transporting the hot mix to work site, laying with a hydrostatic paver finsher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tan tom rolar to achieve disired compaction as per MORTH specification clause No. 508 complete in all respect 25 mm thick using VG-30 Bitumen, 9.5-4.75mm 57per cent 4.75mm and below 4.1% filter 2%
36.98
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4078
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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. (CH-13 S.I. No. 13.4.1. SOR-2020-21) 1 cement : 4 Coarse sand
120.6
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175
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Wall painting (Two coat) with plastic emulsion paint of approved brand and manufacture on decorative wall surface to give an even shade including thoroughly brushing the surface clean all of dirt, grease loose pieces and prepare smooth. (CH-15 Item No. 23+24 SOR 2020-21)
367
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168
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