Allahabad Development Authority Tender

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Allahabad Development Authority - ADA Tender

Works
Civil And Construction
Eprocure
Opening Date12 Jun 2018
Closing Date19 Jun 2018
Tender Amount₹ 14,21,000 
Notes
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Costs

Description

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BOQ Items

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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory, complete as per Clause 401.  For Grading I

19

32497

1710.4

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Providing, laying, spreading and compacting graded stone aggregate wet mix macadam specification including pre-mixing the material with water at OMC in mechanical mix plant carriage of the 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 ta achieve the desired density.(Analysis Rate)

14

35504

2536

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Brick edging on both side of road of brick class M-150 8cm wide 12 cm deep in mud mortar etc including labour and supply of brick laid finished to required templates and in proper alignment and also designed and excavated work as directed by E\I. (SI. No. 765A/2015)

100

14080

140.8

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Providing & laying 50 mm thick consolidated B.M. premix with greaded approved coarse aggregate, fine aggregate filler and bitumen content @3.4% as per MORTH/PWD specification including heating bitumen to required temperature, applying Tack coat, cleaning the surface and providing labour at HMP, the cost of labour, T&P etc. including the cost of material required for proper completion of the work.

410

162360

396

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Providing and laying 25 mm thick SDBC with 100-120 T.P.H. batch type HMD producing an average out but of 75 Tones per hour using crushed aggregates of specified grading premixed with CRMB-55 graded bitumen binder @5% of mix. including tack coat all material, labour, T&P etc. all complete as per appd. Analysis

410

99220

242

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Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 metre and lead upto 30 mtr. 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 & disposal of surplus earth as directed by the Engineer in-charge upto a distance of 30m from the foundation trenches. (SI. No. 251/2015)

40

5600

140

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Concrete with 4 cm gauge brick ballast fine sand of 1.25 F.M. and cement in proportion of 10:5:1 in foundations and under floors including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (SI.No. 274/2015)

4

11111

2777.9

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Providing and laying non-pressure NP2 class (light duty) 300 mm dia. R.C.C. pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand) including testing of joints etc. complete (DSR 19.6.4/2016)

25

12963

518.55

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Construction of Chamber of 60cmx 60cmx150cm of approved design & Drawing of ADA

5

39670

7934

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Construction of Main Hole of 1.00cmx 1.20cmx1.50cm of approved design & Drawing of ADA

3

82074

27358

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Laying 150mm dia S.W. pipe and jointing with base concrete etc all complete

50

19379

387.58

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Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete For pipes 250 to 300 mm diameter (DSR 19.21.2/2016)

10

4634

463.45

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Construction of Inspection Chamber (0.45x0.45x0.60) m etc all complete as per design and drawing of ADA

10

31750

3175

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Addition / Substitution of M.H.

0.9

6455

7173

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Addition / Substitution of Sewer Chamber

1

4682

4682

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Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 metre and lead upto 30 mtr. 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 & disposal of surplus earth as directed by the Engineer in-charge upto a distance of 30m from the foundation trenches. (SI. No. 251/2015)

18

2520

140

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Supply Laying jointing PVC pipe of 160mm dia all complete (A.R.)

30

11550

385

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Making water connection with main line including all complete (A.R.)

10

1730

173

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Making connection with existing water line (L.S.)

1

1000

1000

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Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately)

1

4649

4649.85

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Construction of Sluia valve Chamber (0.60x0.60x0.50) m Chamber as per drawing & design of ADA

1

2000

2000

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Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 metre and lead upto 30 mtr. 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 & disposal of surplus earth as directed by the Engineer in-charge upto a distance of 30m from the foundation trenches. (SI. No. 251/2015)

30

4200

140

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Concrete with 4 cm gauge brick ballast fine sand of 1.25 F.M. and cement in proportion of 10:5:1 in foundations and under floors including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (SI.No. 274/2015)

8

22223

2777.9

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M-150 Brick work in 1:4 (1 Cement & four fine sand of 1.25 F.M.) mortar in foundation including supply of all materials, labour & tools & plants etc. required for proper completion of work. (SI. No. 305/2015)

32

125312

3916

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12 mm thick plaster 1:6 with cement and fine sand mortar including all materials, labour T&P etc required for proper complete on of the work. (SI. 597D/2015)

660

69696

105.6



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