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 Repairs To Flood Damaged Reaches Of Road From Taluka Border To Gangayikoppa-yattinahalli Tanda-kanavishiddageri From Km 0.000 To Km 5.000 ( Working Chainage : Km 0.000 To Km 1.000, Km 1.800 To Km 2.220 & Km 4.000 To Km 4.500. Total Length - 1920 M) in Haveri, Karnataka, with an estimated contract value of Rs. 1,33,92,387. The bid opening date for this tender is 18-03-2022 and the last date for bid submission is 28-03-2022. 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 Date18 Mar 2022
Closing Date28 Mar 2022
Tender Amount₹ 1,33,92,387
Costs
EMD
₹ 2,00,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
KPWD/2021-22/RD/WORK_INDENT149913Bid Award Id
ViewTender No
KPWD/2021-22/RD/WORK_INDENT149913Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://kpwd.karnataka.gov.in/
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Documents
BOQ Items
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Retro-Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 em x 45 em x 60 em, 60 em below ground level as per approved drawing. 600 M M Equilateral triangle -TYPE XI
6
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17534.88
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KSRRB M300-52.2. Scarifying Existing Bituminous surface to a depth of 50mm by Mechanical Means. Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material and complete as per specifications. MORTH Specification No. 305.4.3
6480
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24494.4
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KSRRB 300-1. Earthwork excavation by mechanical means for roads, drains & similar works in all types soils involving an average horizontal through upto 2 mtrs and an average lift upto 1.5 mtr to 2 mtr excavated surface levelled and sides neatly dressed, the dispose earth to be leveled neatly after breaking of clods complete as per specifications.
57.105
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1850.2
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KSRRB M200-11.1. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removalof 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 complete as per specifications . II. By Mechanical Means:A. In area of light jungle. MORTH Specification No. 201
0.3456
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6914.79
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KSRRB M500-18. Providing and laying semi dense bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a 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. 508 complete in all respects complete as per specifications. - using40/60 TPH capacity H.M.P. with Mechanical Paver Gr-II (25 mm to 30 mm) with 5 % VG-30 Bitumen
180
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1869764.4
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KSRRB M500-10. Providing and applying tack coat using 80/100 grade bitumen(VG10) in boiler fitted with spray set distributor at the rate of 0.20 kg per sqm on the existing prepared bituminous surface cleaned with mchancial broom. complete as per specifications. - using bitumen 80/100 on primed surfaces
7200
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118944
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KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications. MORTH Specification No. 502
7200
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289008
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KSRRB M800-14.2. Reinforced cement concrete M-15 Grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per specifications.including additional M-15 concrete pedestal of 0.2mt. height above G.L. MORTH Specification No. 804
4
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9806.4
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KSRRB M800-16. Boundry Pillar:- Reinforced cement concrete M-15 grade boundry pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting complete as per specifications.MORTH Specification No. 806
470
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251769.6
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KSRRB 300-Compaction KSRRB 300-58. Compaction of original ground with maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression occuring during rolling including cost of all labour, HOM of machinery complete as per specifications. MORTH / Chapter 3
10368
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67184.64
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KSRRB M800-14.3. Reinforced cement concrete M-15 Grade Hectometer stone of standard design as per IRC:26-1980, fixing in position including painting and printing etc complete as per specifications. including additional M-15 concrete pedestal of 0.2mt. height above G.L. MORTH Specification No. 804
8
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5019.84
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KSRRB 300-1. Earthwork excavation by mechanical means for roads, drains & similar works in all types soils involving an average horizontal through upto 2 mtrs and an average lift upto 1.5 mtr to 2 mtr excavated surface levelled and sides neatly dressed, the dispose earth to be leveled neatly after breaking of clods complete as per specifications.
1836
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59486.4
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Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 - - 300mm. dia
45
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74601
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Construction of granular sub-base Grading-Vas Sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/ trap/basalt material, 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 98% proctor density, complete as per specifications. Clause 401 of MORTH V Revision
1368
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2573700.48
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KSRRB 500-11. Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base / binding course including loading of aggregates with F.E. loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixd material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by power roller to achieve the desired density, but excluding cost of primer / tack coat including lead, lift and cost of all materials, labour, HOM of machineries complete as per specifications. MORTH /Chapter 5 - using 40/60 TPH capacity H.M.P. with Mechanical paver Gr-II (50 mm to 75 mm) with 3.3 % VG-30 Bitumen
360
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2787152.4
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KSRRB M2900- PCC M10 in Foundation KSRRB M2900-1. Plain cement concrete M10 mix with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 408
14.2763
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70961.63
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