Directorate Of Urban Local Bodies Tender

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Directorate Of Urban Local Bodies Tender

Works
Eprocure
Opening Date25 Sep 2019
Closing Date10 Oct 2019
Tender Amount₹ 2,12,31,000 
Notes
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Costs

Description

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BOQ Items

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Excvation of fouandation in ordainary soil in making trenches to widening the existing road in 7.00 mtr width in proper alingments including lift up to 1.50 mtr and lead up to 30.00 mtr and including filling watering and ramming, excavated earth into trenches or in the side of embankment and removal & disposal of surplus earth as directed by incharge up to adistance of 30.00 mtr from the trenches in widening portion.

646

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110

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Providing and laying Concrete 1:4:8 ( 1 cement: 4 C/ sand 8 40mm gauge Stone ballast nominal size), including supply of all materials T& P etc required for proper completion of the work and curing complete (S.I. 281)

57

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5500

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Class 150 sub class-A brick work in 1:3 Cement and Course sand of 1.25 F.M. Mortar in supply of all materials T&P etc. Requered for proper completion of work with all respect to (Sl-307

480.65

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5160

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Providing and laying PCC 1:2:4 ( 1 cement: 2 Course sand 20 mm gauge Stone balast , including supply of all materials T& P etc required for proper completion of the work and curing complete (S.I. 279a)

33.77

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6550

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12mm thick plaster in 1:4 cement sand mortar consisting of 1 part of cement and 4 parts of approved Course sand

1153

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125

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RCC works with cement, approved coarse sand and 20 mm (¾ ) gauge approved stone ballast in the proportion 1:1½: 3 (1 cement,:4½ aggregate) in lintels of doors amd windows , shunshade and RCC projection excluding supply of reinforcement and its bending the same with 24BG binding wire and necessary centeing and shuttering etc. and also including supply of all materials, labour T&P etc. required for proper completion of the work as S.I. No. 287 A

158.61

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8790

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Mild steel or iron in plain work such as reinforcement concrete brick work to required shape as necessary including bending for completion of work and including supply of Tor steel its wastage bend hooks and authorized overlapping shl be measured upto floor two level as per S.I. No. 504

155.64

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5400

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25mm thick Kota stone slab flooring over 20mm thick basa laid over and jointed with gery cement slurry mix with oigment to match etc.

660

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1210

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chequered precast cement conc. Tiles 22mm thick in footpath courtyard jointed with.etc.

1430.6

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535

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Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.

2519.1

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25

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Providing & laying of Granular Sub-Base by providing welll graded material, from approved quarry spreading in uniform layer with motor grader on prepaired surface mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired complete as per T.S. specification clasuse 401 for grading1 material.

699.75

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4063.7

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Providing, laying, spreading and compacting stone aggregate from approved quarry to Wet Mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site laying in uniform layer with paver in sub-basae/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORTH specification 406.

699.75

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4681.2

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Providing and applying primer coat with Bitumen emulsion on prepared surface of granular subbase including cleaning of road surface and spraying primer @ 0.60 Kg per Sqm using mechnical broom but including cost of emulsion.

5598

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23.1

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Providing and applying Tack coat with bitumen VG-10 @ 0.40 kg per sqm. on the prepared bituminous/ granular surface cleaned with hand broom. including all type of labour, T&P etc complete for proper completion of the work. For D.B.M

5598

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12

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Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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. 507 complete in all respects.

279.9

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10307.7

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Providing and applying Tack coat with bitumen VG-10 @ 0.35 kg per sqm. on the prepared bituminous/ granular surface cleaned with hand broom. including all type of labour, T&P etc complete for proper completion of the work. For B.C.

5598

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12

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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 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

139.95

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11079



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