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Improvement And Re-Surfacing Of Asphalt Road Starting From Vapi-Daman Road Upto Kishorbhai House At Ringanwada In Dabhel G . G . Panchayat , Nani Daman . , Daman-Daman And Diu

Public Works Department-PWD has published Improvement And Re-Surfacing Of Asphalt Road Starting From Vapi-Daman Road Upto Kishorbhai House At Ringanwada In Dabhel G . G . Panchayat , Nani Daman . . Submission Date for this Tender is 18-07-2020. Road Work Tenders in Daman Daman And Diu. Bidders can get complete Tender details and download the document.




Tender Notice

24790733
Improvement And Re-Surfacing Of Asphalt Road Starting From Vapi-Daman Road Upto Kishorbhai House At Ringanwada In Dabhel G . G . Panchayat , Nani Daman .
Open Tender
Indian
Daman And Diu
Daman
18-07-2020

Tender Details

Improvement And Re-Surfacing Of Asphalt Road Starting From Vapi-Daman Road Upto Kishorbhai House At Ringanwada In Dabhel G . G . Panchayat , Nani Daman .

Key Value

Document Fees
INR 500 /-
EMD
INR 40075.0 /-
Tender Value
Refer document

BOQ Items

Name of Work:Improvement & re-surfacing of asphalt road starting from vapi-daman road upto kishorbhai house at Ringanwada in Dabhel G.G. Panchayat, Nani Daman.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Items :
2 1.01 Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unservicable materials(A) By manual means in area of light jungle. item1 0.06 Hect.
3 1.02 Earthwork in cutting in all sorts of soil and soft murrum including conveying and spreading the stuff, embankment as and where directd within 500 meters form the end of cuting with all required lead and lift item2 45 M3
4 1.03 Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering, rolling and consolidation of subgrade in layers to required dry density including filling he depression which during the process using power roller 8T to 10T (E) from borrow area within 3.00 Km lead item3 93 M3
5 1.04 Providing, laying, spreading and compacting graded stone aggregate material in sub base course including mixing in a mechanical mix plant at OMC , carriage of mix material, spreading in uniform layers with motor grader for sub base including spreading of stone dust to fill up voids on the surface and watering compacting with vibratory roller to achieve CBR value not less than 30 as per MORTH and the desired density (as per designed mix determined density) including all materials, labour, machinery.etc completed. item4 370 M3
6 1.05 Providing and Laying of wet mix macadam of using machine crushed chips as per required gradation mixing with required optimum quantity of water conveting the mix to site and camber with mechanically paver, consolidation with vibratory road rolling including materials. etc completed as directed by Engineer In charge. item5 387.5 M3
7 1.06 Providing and Laying compacted 50mm thick dense graded bituminious macadam (DBM) Grade-2 in single layer using drum mix plant producing an average output of 75 tonnes per hour, tack coat at the rate of 2.5 Kg / 10 m2 in each using crushed aggregates of specified grading premixed with bituminious content @ 4.5% (VG-30) by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with minimum road width or as directed by Engineer in charge to the required grade, level and alignment, rolling with smooth wheeled vibratoryto achieve the desired compaction as per MORT&H specification etc complete in all respects. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for Approval. If the asphalt (bituminious) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the ite instead of density derieved in the mix design. (Assume density = 2.30 gms / cm3) item6 178.25 MT
8 1.07 Providing and laying evenly priming coat using low viscocity liguid btuminious emulsion of IS 8887 materilas at the rate of 7.5KG/10 Sq.M on road surface using emulsion pressure sprayer etc complete including the cost of all labour and materials. item7 1550 M2
9 1.08 Providing and laying 25 mm Thick Bituminous Concrete using crushed stone aggregate BT chips as per required gradation and using emulsion asphalt as a tack coat @ 2.5 kg / 10 sq.m and the VG-30 grade asphalt at 5.40 % (i.e. 54 kg/MT) by total weight of mix hot laid process using drum mix plant including heating and mixing asphalt & materials by drum mix process transporting the mix and laying by paver finisher including consolidation with vibratory roller & PTR including cost of material labour machinary equipment and fuel, oil. Lubricant for plant and machinary using contractor's own plant and machinanes etc complete. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for approval. If the asphalt (bituminous) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design. (Assume density = 2.40 gms / cm3) item8 93 MT
10 1.09 providing and laying asphalt painting on B.T. surface with bitumen grade 80/100 at the rate of 5.00 kg/10 Sqm by mechanical spreyar and spreading the stone dust on prepared surface aty the rate of 0.03 Cum/10 Sqm and rolling with smoot wheeled penumatic roller and brushing etc complete. item9 1550 M2
11 1.1 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per Sqm. Area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35 & finished surface to be level uniform and free from streaks and holes other item10 62 M2
12 1.11 Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 60cms. rectangle as as per the design of IRC-67-1977 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle of 50 x 50 x 5mm painted with best quality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(B)High Intensity Grade ....... item11 1 No.S
13 1.12 Supplying and Fixing Cat Eye (Stimsonite) made out of Acrilo beautile sterine injection high compressed moulding with reflector made out of MMC (Prismatic type size 12cm X 6cm X 2.5cm) provided with the bitumenous adhesive 100g with each unit for fixing (Engineer Grade) item12 62 Nos.
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