Allahabad Development Authority Tender

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Allahabad Development Authority - ADA Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date18 Nov 2022
Closing Date7 Dec 2022
Tender AmountRefer Documents 
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Costs

Description

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Documents
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Construction of granular sub-base 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

784

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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.

252

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2727

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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.

1764

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25.6

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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.

4704

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13.4

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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.

88.2

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11121

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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

141.12

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12231

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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. 251/2022)

67.2

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160

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Concrete with 4 cm gauge stone bllast fine 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)

35.84

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4900

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Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of E/I and accordance with applicable specifications. (At the Center&Edge) DSR 16.62/2021

252

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520.9

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Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification. dsr 16.50/2021

561

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146.55

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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. 305/2022)

70

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5300

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Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete.sor 281a/2022

6.44

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7700

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Supply and Fixing board.

1

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5200

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Supply and fixing of 80mm thick ruber moulding copressed inter locking cement concrete pavers block manufactured by high pressure & controlled vibration machine having plan dimension 200x(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 cost of all material, Labour, T&P etc. required for proper complection of work as directed by engineer in charge including base of 50 mm thick local sand.

2240

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869.25



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