Public Works Department Tender
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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Widening Of Road Alamel-kadani-tavarakhed Road (kadani Village Limit) Km 7.05 To 8.05 In Alamel Taluka Of Vijayapur District (h/a 5054-04-337-0-01-154) in Vijayapura, Karnataka, with an estimated contract value of Rs. 1,60,63,298. The bid opening date for this tender is 07-01-2025 and the last date for bid submission is 22-01-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Public Works Department - PWD Tender
Opening Date7 Jan 2025
Closing Date22 Jan 2025
Tender Amount₹ 1,60,63,298.24
Costs
EMD
₹ 2,41,000Document Cost
Refer DocumentsTender Fee
₹ 4,020
Description
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Contact
Tender Id
PWD/2024-25/RD/WORK_INDENT10640Bid Award Id
ViewTender No
PWD/2024-25/RD/WORK_INDENT10640Tender Authority
Public Works Department ViewPurchaser Address
-
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Documents
BOQ Items
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Volume 3 Page No 36 Item No 5.14.C - Bituminous Concrete Grading I for traffic 20 MSAProviding and laying Bituminous Concrete with 40/60 TPH
capacity hot mix plant using crushed aggregates of specified
grading, premixed with bituminous binder VG-30 @ 5.2 per
cent of mix and filler, transporting the hot mix to work site,
laying with mechanical paver finisher 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 ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
150.03
11157
1673929.719
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Vo-3 Page No: 31 Item No 5.4 (ii) - Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
5001
14
73514.7
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Volume 3 Page No 67 Item No 8.15 - Road Marking with Hot Applied Thermoplastic Compound
with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound
2.5 mm thick including reflectorising glass beads @ 250 g/m2
area, thickness of 2.5 mm is exclusive of surface applied glass
beads as per IRC:35:2015.The finished surface to be level,
uniform and free from streaks and holes. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
72
556
40068
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Volume 3 Page No 74 Item No 8.43 - Supplying and Fixing of Molded Shank Raised Pavement
Markers / Cat's Eye made of polycarbonate and ABS moulded
body and reflective panels with micro prismatic lens capable of
providing total internal reflection of the light entering the lens
face and shall support a load of 16000 kg tested in accordance
to ASTM D 4280 Type H and complying to Specifications of
Category A of MORTH Circular No RW/NH/33023/10-97
DO III Dt 11.06. 1997. The height, width and length shall not
exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum
reflective area of 13 cm2 on each side and the slope to the
base shall be 35 +/- 5 degree. The strength of detachment of
the integrated cylindrical shanks, (of diameter not less than
19 +/- 2 mm and height not less than 30+/- 2 mm) from
the body is to be a minimum value of 500 Kg. Fixing will be
by drilling holes on the road for the shanks to go inside,
without nails and using epoxy resin based adhesive as per
manufacturer's recommendation and complete as directed by
the engineer.The contractor shall submit a two year warranty
for satisfactory field performance including stipulated
retro-reflectance of the reflecting panel, to the Engineer. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
120
383
45990
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Volume 1 Page No 18 Item No 2.11.h - Steel FabricationSupplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification.All other type of structures ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
4.82
82961
399874.671
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Volume 3 Page No 26 Item No 4.17 - Wet Mix Macadam (Plant Mix Method)Providing, laying, spreading and compacting graded stone
aggregate 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 layers with
paver/grader in sub-base / base course on well prepared surface
and compacting with vibratory roller to achieve the desired density ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
927.75
2686
2492817.8625
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Volume 1 Page No 15 Item No 2.1.3 - Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in
layers not exceeding 150 mm thickness, well compacted using plate vibrators,
including all lead & lifts, cost of all materials of quality, labour, Usage charges of
machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
33.8
6288
212549.61
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Volume 1 Page No 8 Item No 1.12 - Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth
not exceeding 300mm as per drawing and technical specifications, including
setting out, shoring, strutting, barricading, caution lights, removal of stumps
and other deleterious matter including dressing of excavated surfaces, disposing
off or levelling the excavated earth or sorting & stacking the selected earth for
reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
111.54
99
11126.115
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Vo-3 Page No: 31 Item No: 5.1 A - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
5001
43
215293.05
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Volume 3 Page No 23 Item No 4.1(v) - Granular Sub-Base Plant Mix Method Construction of Granular Sub-Base of required grading as
per design mixing in a mechanical mix plant at OMC, carriage
of mixed Material to work site, spreading in uniform layers
with motor grader on prepared surface and compacting with
vibratory power roller to achieve the desired density, complete
as per clause 401 For Grading -V Material ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
742.2
2611
1938143.97
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Volume 3 Page No 9 Item No 2.4(i).a - Clearing and grubbing road land including uprooting rank
vegetation, grass, bushes, shrubs, saplings and trees girth up to
300 mm, removal of stumps of trees cut earlier and disposal of
unserviceable materials and stacking of serviceable material to
be used or auctioned, including removal and disposal of top organic
soil not exceeding 150 mm in thickness.By Manual Means In area of light jungle ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
5.4
1178
6361.74
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Volume 1 Page No 8 Item No 1.12 - Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth
not exceeding 300mm as per drawing and technical specifications, including
setting out, shoring, strutting, barricading, caution lights, removal of stumps
and other deleterious matter including dressing of excavated surfaces, disposing
off or levelling the excavated earth or sorting & stacking the selected earth for
reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
765.45
99
76353.6375
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Volume 3 Page No 18 Item No 3.11 - Preparation and Surface Treatment of Formation.Preparation and surface treatment of formation by removing mud
and slurry, watering to the extent needed to maintain the desired
moisture content, trimming to the required line, grade, profile
and rolling with 8-10 t smooth wheeled roller, complete as per
clause 310 ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
3711
4
15586.2
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Volume 3 Page No 36 Item No 5.10.c - Dense Graded Bituminous Macadam Grading - I for traffic
20 MSAProviding and laying Dense Graded Bituminous Macadam with
40/60 TPH capacity hot mix plant using crushed aggregates of
specified grading, premixed with bituminous binder VG-30, @
4.0 per cent by weight of total mix and filler, transporting the
hot mix to work site, laying with mechanical paver finisher 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. 505 complete
in all respects. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
250.05
9217
2304948.3975
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