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 Improvement And Asphalting Of Navali To Kalmangi Mdr From K.m 0.00 To 1.60 At Kanakagiri Tq, Koppal Dist. in Koppal, Karnataka, with an estimated contract value of Rs. 1,42,63,048. The bid opening date for this tender is 09-01-2025 and the last date for bid submission is 16-01-2025. 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 Date9 Jan 2025
Closing Date16 Jan 2025
Tender Amount₹ 1,42,63,048.54
Costs
EMD
₹ 2,14,000Document Cost
Refer DocumentsTender Fee
₹ 3,570
Description
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Contact
Tender Id
PWD/2024-25/RD/WORK_INDENT16821Bid Award Id
ViewTender No
PWD/2024-25/RD/WORK_INDENT16821Tender Authority
Public Works Department ViewPurchaser Address
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Documents
BOQ Items
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SR 2023-24 , Item No : 5.3 , Page No : 31 , Vol 3 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom
7040
12
88704
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SR 2023-24 , Item No : 1.8, Page No : 7 , Vol 1 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet equirement of table No. 300-2
2110.75
517
1092629.7375
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SR 2023-24 , Item No : 8.16, Page No : 67 , Vol 3 - Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc ii. Ordinary kilometer stone (precast).
8
3073
24586.8
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SR 2023-24 , Item No : 3.7 , Page No : 17 , Vol 3 - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
1824
110
201096
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SR 2023-24 , Item No : 5.6.(i) C, Page No : 32 , V - Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specifiedgrading premixed with bituminous binder VG-30 @ 3.3%by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction
352
7835
2757955.2
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SR 2023-24 , Item No :4.17, Page No : 26 , Vol - 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
1760
2686
4729032
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SR 2023-24 , Item No : 8.43, Page No : 74 , Vol 3 - 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.
254
383
97345.5
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SR 2023-24 , Item No :5.1 A, Page No : 31 , Vol 3 - 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/m2 using mechanical means
7040
43
303072
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SR 2023-24 , Item No : 5.31, Page No : 43 , Vol 3 - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision
176
10659
1876089.6
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