Public Works Department Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Costs
EMD
₹ 28,000Document Cost
Refer DocumentsTender Fee
₹ 700
Description
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Contact
Tender Id
PWD/2024-25/RD/WORK_INDENT11395/CALL-2Bid Award Id
ViewTender No
PWD/2024-25/RD/WORK_INDENT11395/CALL-2Tender Authority
Public Works Department ViewPurchaser Address
-
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Documents
Others - RANDAMISATION AND TENDER NOTIFICATION
Others - SHORTTERM PERMISSION LTR
BOQ Items
... More
Vol-III P- 91 I No. 10.1 - Restoration of Rain Cuts Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width,laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes ---- Work should be carrid out at site as per the direction of engineer incharge of the work
14.1
221
3127.944
... More
Vol-III P- P- 91 I No. 10.2 - Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. ---- Work should be carrid out at site as per the direction of engineer incharge of the work
2270
114
259824.2
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Vol-III P- 93 I No. 10.15(i) - Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. ---- Work should be carrid out at site as per the direction of engineer incharge of the work
1650.25
310
512138.585
... More
Vol-III P- 93 I No. 10.15(ii) - Patching of Deep Potholes using WBM gr l & SDBC gr li 25 mm thick: Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -I with 1ype Sereenings standards wherever necessary by manual means ncluding trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification. ---- Work should be carrid out at site as per the direction of engineer incharge of the work
431.25
586
252910.875
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Vol-III P- 148 I No.16.24(i) - Maintenance of 200 m & km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (i) Painting two coats with synthetic enamel paint ---- Work should be carrid out at site as per the direction of engineer incharge of the work
41.15
243
10002.742
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Vol-III P- 148 I No. 16.24(ii) - Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing Letters and Figures of any shade with synthetic enamel paint ---- Work should be carrid out at site as per the direction of engineer incharge of the work
41.15
1339
55112.195
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Vol-III P- 148 I No. 16.26 - White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 ---- Work should be carrid out at site as per the direction of engineer incharge of the work
1201.64
31
38284.2504
... More
Vol-I p-8 I 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,trutting, 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. ---- Work should be carrid out at site as per the direction of engineer incharge of the work
636
112
71295.6
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Vol-III P- 67 I No. 8.16 - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast) ---- Work should be carrid out at site as per the direction of engineer incharge of the work
5
3453
17269.3
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Vol-III P- 65 I No. 8.7 - Direction and Place identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall hickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing ---- Work should be carrid out at site as per the direction of engineer incharge of the work
3
10631
31895.4
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Vol-III P- 80 I No. 80.60.1 - Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Bituminous Macadam (BM) gr ii and Semi Dense Bituminous Macadam (SDBC) gr ii for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 ---- Work should be carrid out at site as per the direction of engineer incharge of the work
1
41217
41217.4
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Vol-III P- 92 I No. 10.9 - Removal of existing sealant and re sealing of contraction,longitudinal or expansion joints in concrete pavement with fresh sealant material ---- Work should be carrid out at site as per the direction of engineer incharge of the work
275
75
20768
... More
Vol-III P- 17 I No 3.4 - Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator ---- Work should be carrid out at site as per the direction of engineer incharge of the work
5562.5
5
32818.75
... More
Vol-III P- 17 I No. 3.6 - Construction of Subgrade and earthen Shoulders 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 ---- Work should be carrid out at site as per the direction of engineer incharge of the work
834.38
581
485392.2212
... More
Vol-III P-147 I No.16.20(i) - Maintenance of Culverts Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909 ---- Work should be carrid out at site as per the direction of engineer incharge of the work
26
2415
62801.96
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