Allahabad Development Authority Tender

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Allahabad Development Authority - ADA Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date27 May 2023
Closing Date14 Jun 2023
Tender AmountRefer Documents 
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Documents
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Construction of grannul sub-base with power road rooller of 8 to 12 tonne capacity after excavating earth to an average of by providing close graded material of Grade-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

284.7

505627

1776

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Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

157.5

429502

2727

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Supply and fixing of 80mm thick rubber moulding compressed inter locking cement concrete pavers block manufactured by high pressure & controlled vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick lopping of DP cement mixed with 25% marble powder. The compressivr strength of concrete paver block shall not be less than 30 MPa & Including 5cm thick local sand in base & cost of all material, Labour, T&P etc. required for proper complection of work as directed by engineer in charge. (Approved Rate) (A/R)

943.5

1099073

1164.89

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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

480

12288

25.6

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Providing and laying Dense Graded bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.

24

266904

11121

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Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

480

6432

13.4

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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent 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 alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.

12

146772

12231

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Drain Work 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. 251/2022)

398

63680

160

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Concrete with 4 cm gauge stone bllast Corse sand of 1.25 F.M. and cement in proportion of 8:4:1 in foundations and under floors including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (SI No. 281/2022

76

372400

4900

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M-150 Brick work in 1:4 (1 Cement & four coarse sand of 1.25 F.M.) mortar in foundation and plinth including supply of all materials, labour & tools & plants etc. required for proper completion of work. (SI. No. 305/2022)

185

980500

5300

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Struck pointing with cement mortar consisting 1:2 cement and fine sand of 1.25 FM including supply and all material labour T&P etc. respect for proper completion of work. (SI. No. 574/2022)

775

152675

197

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Cement concrete work 1:2:4 with cement, coarse sand and 2cm gauge stone grite including labour,tools, plants all completeof work as per si no 279a /2022)

24

184800

7700

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RCC works with cement approved coarse sand and 2cm gauge approved stone grit in the proportions 1:1.5:3 in slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour T&P etc. required for proper completion as per direction of E/I. (SI. No. 284/2022)

7

65100

9300

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M.S. or Iron work in Plain work such as RCC or R.B. work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorized overlapping shall be measured and including cost of binding wire. (SI. 504/2022)

7

43400

6200

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Water Main 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. 251/2020)

309

49440

160

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(A) 110 mm Dia HDPE pipe PN-6: Class PE-100

80

26095

326.19

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(B) 90 mm Dia HDPE pipe PN-6: Class PE-100

326

74696

229.13

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Making plot connection (for water line) with necessary fitting like ferule, clamp, labour but excluding pvc pipe ete .all complete.

54

16956

314

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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge-External Works (DSR-18.9.1/2016)

365

41135

112.7

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Providing and fixing 100mm diamater C.I. sluice valves (with cap) complete with bolts, nuts rubber insertions etc.DSR (18.31.1.2)/2021

1

3945

3945.85

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Construction of Sluice valve Chamber (0.60X0.60X0.50) as per drawing & design.

1

5200

5200

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Making connection with Water Main line.

1

600

600

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Sewer Work 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 excluding royalty and GST. (SI. No. 251/2022)

420

67200

160

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Concrete with 4mm gauge approved stone ballast, coarse sand and cement in proportions of 1:4:8 in foundations and under floors including supply of all materials, ,abour, tools & plants etc. red recluding supply of all materials, labour, T&P etc. required for proper completion of all work. (Sl. No. 281/2022)

28

137200

4900

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(A) 250 mm Dia-(36+28+33) - 97.0 m

97

51798

534

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(B) 300 mm Dia -(78+48+78) - 204.0 m

204

125868

617

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(C) 450 mm Dia - 80.0 m

80

82560

1032

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Construction of Mane hole size (1.0.1X1.20X1.50) as per drawing & design.

20

639000

31950

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Soft construction of Mane hole size (1X0X1.20X1.50) as per drawing & design.

5

-50475

-10095

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Construction of inspection Chamber size (0.45X0.45X0.60) as per drawing & design.of PDA (A/R)

54

216540

4010

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Providing and fixing 110mm dia PVC pipes including cost of all labour and materials complete as per direction of Engineer in Charge. (DAR18.9.10)

311

99333

319.4

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Making connection with main Sewer line all complete.

1

78

78.5



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