Karnataka

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Works

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Improvements to road from State Highway-212 (Rampura Gate) to join Mahadeshwara Temple Via Gowdarahundi, Ahalya, Beereshwara Temple Chainange 5.30 to 6.60 Km in Nanjangud Taluk

Public Works Department

PWD Division Office Mysuru | Mysore, Karnataka

Amount: ₹1.4 CrCloses: 15 Jun 2026

Tender Value

₹1.4 Cr

EMD Value

₹2.1 L

Closing Date

15 Jun 2026, 10:30 pm

Tender Inviting Organisation

Name

Public Works Department

Work Description

Improvements to road from State Highway-212 (Rampura Gate) to join Mahadeshwara Temple Via Gowdarahundi, Ahalya, Beereshwara Temple Chainange 5.30 to 6.60 Km in Nanjangud Taluk

Tender Information

Tender ID

302056

Reference Number

PWD/2026-27/RD/WORK_INDENT35508

Tender Type

Open

Product Category

Roads

Location

PWD Division Office Mysuru

Source Website

Subscribe to view

Documents Required

7 documents required · 7 mandatory

Technical Bid

RequiredAnnual Turnover Certificate with UDIN from CA and Profit & loss statements & IT Returns from 2021-22 to 2025-26

RequiredKPWD Registration Certificate class-III & above Civil Contractor

RequiredWork Done Certificate for Similar nature work, duly attested by the Officer Not below the rank of E.E.

RequiredBanker Certificate - Line of Credit in the prescribed format

RequiredExisting Commitments work details - B-Value - should be furnished duly attested by the concerned Executive Engineer as per Standard Tender Documents

RequiredTenderers will only be qualified, if their available tender capacity is more than the total tender value. i.e. A x N x 1.5 - B as per KW-4 Document.

RequiredGST Certificate, Pan Card & Tin Certificate

Eligibility Criteria

Tenders from Joint ventures are not acceptable.

Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka

Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document.

It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission.

EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.

The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of eProcurement portal due to internet connectivity issues and technical glitches at bidders end

Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder.

Conditional tenders will not be accepted.

The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs.

The Tender processing fee shall not be refundable.

Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders.

As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund.

All scanned documents to be uploaded shall be in original and the Executive Engineer reserves the right to verify the documents before approval.

The employer reserves the rights to Reject or accept any or all the tenders without assigning any reasons.

The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Tender documents KW-4

In the case of the death of the contractor after executing the agreement / commencement of the work, his legal heir, if is an eligible registered contractor and is willing can execute and compete the work at the accepted tender rates irrespective of the cost of the work.

Contractor should carryout additional test required to test the suitability of materials.

All safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured so that no untoward incident happens on account of negligence or any project activity. Contractor should indemnify the client to that extent.

Formation levels and other data furnished are bare minimum the contractor should make all efforts to validate and to get additional data if required at his own cost.

Materials like steel, cement etc., required for the work shall be procured by the tenderer themselves and should got tested by the quality control authority before use on the work at their own cost.

The contractors assessed available tender capacity will be calculated as per the clause 3.6 of STD tender document Attached

All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing for concrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work

All precautions should be taken by the contractor so that there are no damages to such public/ private properties

Contractor should take all precautionary measures to avoid any damage to the utilities during excavation as well as utility shifting. To that extent the contractor should indemnify the client.

Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, Public Works Department, Mysore Division, Mysore during office hours on all working days.

Contractor should adhere to HSE (Health Safety Environment) policy applicable for similar projects. Contractor to that extent should submit HSE document defining all the procedure including the policies before execution of the project.

Contractor should take all precautions to ensure that no damage is caused to the existing structures which have been constructed by other agencies during project execution. If any damage is caused, it has to be rectified at his own risk and cost.

The successful contractor should setup material testing laboratory at the work site before commencement of work.

The difference in cost deposited by the lowest successful tenderer (for unbalanced) along with the performance security will be released to the contractor 30 days after the completion of defects liability period.

All the uploaded documents in e-portal should be got verified at the Division office within 3 working days from the stipulated date of opening of Technical Bid by producing the original documents at the Division office, failing which the tender is liable for rejection. No separate communication will be made in this regard.

The returns submitted to the I.T. along with the Profit and Loss account statement submitted to the I.T. Department should be uploaded for the financial turnover criteria as per tender document attested by Chartered Accountant.

Bankers Certificate for the stipulated amount as per clause 3.3 (b) should be submitted in the format as prescribed in the bid document only. Otherwise tender is liable for rejection.

GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time.

The success-full contractor should complete the whole work with in 04 months from the date of handing over of site (including rainy season)

The successful Tenderer shall deliver to the Employer a Security deposit in the prescribed form in the favour of the Executive Engineer, Public Works Department, Mysore Division, Mysore given below for an amount equivalent to 5% of the Contract price plus additional security for unbalanced tenders in accordance with the Conditions of Contract.

Contractors can also be registered as KPWD Class III & above Civil Contractor

One Lakh Rupees of the specified EMD should be paid in any one of the forms mentioned in Clause 13.1. Bank Guarantee/e-Bank Guarantee/Insurance surety bond as per Finance department GOK letter no:FD 944 Exp-12/2024, Banglore Dtd:03.04.2025 must be given for the remaining amount in prescribed format. The copy of the Bank Guarantee must be scanned and submitted along with the Technical bid.

The defect liability period for this project is 2 year

ECV amount are excluding GST. The itemwise rates do not include 18 percent GST. Hence GST will be paid separately for the quoted amount accordingly.

Regarding Appealing aggrieved contractors may appeal to the prescribed (Appellant) authority within 15 days as per KTTP and appeal should be through KPP-PORTAL only.

Technical Criteria

General

Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year

Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year

List of works for which tenders already submitted

Banker Details for reference

Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded

Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years

Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded

List of Financial Resources with Certificates

Past Experience

3.2 (b) Mandating satisfactory completed (at least 90% of the contract value) as a prime contractor for at least one similar work to an extent of 50% of the cost of the work, such as Road work of value not less than Rs.71.59 Lakhs in the last five years i.e., 2021-22, 2022-23, 2023-24, 2024-25 & 2025-26.

Work Done Certificate

3.2 (C) Executed in any one year i.e., 2021-22, 2022-23, 2023-24, 2024-25 & 2025-26 the following minimum quantities of work 1)Earth work excavation of 1213.00 Cum 2) Granular Sub base of 390.00 Cum 3) WMM of 639.00 Cum and 4)MSS/BM/DBM/SDBC/BC of 440.00 Cum

Work Done Certificate

Financial Status

Income Tax Balance sheets and proffit and loss statement issued by the CA with Membership No. with UDIN -in the last five years i.e.,2021-22, 2022-23 2023-24, 2024-25 & 2025-26.

Others -- Income Tax Balance sheets and proffit and loss statement

3.2 (a) To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. 2021-22, 2022-23 2023-24, 2024-25 & 2025-26. Achieved in at least two financial years a Minimum financial turn over (in all classes of civil engineering construction works only) of Rs.286.37 lakhs.

Audited CA Certificate of Annual Turnover

3.3 (b) liquid assets and or availability of credit facilities of no less than Rs.107.39 Lakhs (Credit lines or letter of credit or certificates from nationalized banks for meeting the fund requirement etc. in the format to be as prescribed in the bid document.

Line of Credit

Annual Turnover Certificate issued by the CA with Membership No. with UDIN -in the last five years i.e.,2021-22, 2022-23 2023-24, 2024-25 & 2025-26.

Audited CA Certificate of Annual Turnover

List of existing commitments and ongoing works

Others -- List of existing commitments and ongoing works

Work Locations

Fee & Financial Details

Tender Fee Amount

₹3,580

EMD Fee Amount

₹2.1 L

Important Dates

Last Activity

30 May 2026

Published

30 May 2026

Bid Opening

16 Jun 2026

Download Ends

12 Jun 2026

Pre-Bid Meeting

6 Jun 2026

BOQ Preview

•

Improvements to road from State Highway-212 (Rampura Gate) to join Mahadeshwara Temple Via Gowdarahundi, Ahalya, Beereshwara Temple Chainange 5.30 to 6.60 Km in Nanjangud Taluk

•

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 ...

•

Mechanical Means -

•

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 a...

•

Surface Drains in Soil - Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated mate...

•

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...

•

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 ...

•

Prime Coat over WMM/WBM - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying ...

•

Tack coat on Granular surface treated with primer - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. R...

•

Tack coat on Bituminous surface - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with m...

•

Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified gradi...

•

Bituminous Concrete Grading II for traffic <20 MSA - Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, pre...

•

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...

•

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 ref...

•

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total int...

•

Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI ret...

•

Direction and Place Identification Signs upto 0.9 m2 Size Board. - Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67:2022 made of high intensity...

•

Precast Cement Concrete Interlocking Blocks - Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Tra...

•

Kilometre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - Ordinary kilometer ston...

•

Kilometre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - 200 m stone (precast). ...

•

Pedestrian Crossings as per IRC 99-2018 - 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...

•

Road testing & Maintenance - Design of overlay for existing B.T. surface with carrying out testing by Benkelman Beam method as per guide lines in IRC 81:1997 including design and...

•

Painting Two Coats on New Concrete Surfaces - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. Ref to MoRT&H : IRC - 8...

•

Painting with synthetic enamel paint bridge No. and span arragements. - Painting two coats after fillng the surface with synthetic enamel pant bridge No and span arrangements as per as...

•

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt...

•

Road Delineators - Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fit...

•

Construction of 1.00 x 1.00 m Size Box Culvert at 5.725 Km

•

Mechanical Means -

•

Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, stru...

•

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 ...

•

Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with ...

•

Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works fro...

•

Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite...

•

Steel Fabrication

•

Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting,...

•

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the fu...

•

Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2705

•

Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of ...

•

Painting on concrete surface - Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and apply...

•

Electrical Pole Shifting

•

RCC Pole - 9 Mtr Long, 145 Kg WL (V-6 ESCOM P.No 3/ 1/1.01)

•

Labour For RCC Pole(V-6 ESCOM P.No 44/ 30/2.02)

•

PSCC Pole - 9 Mtr Long, 200 Kg WL (Dwg No. BESCOM/GM/QS&S/50 Dtd 24.11.2018) as per REC Standards (V-6 ESCOM P.No 3/ 6/1.06)

•

Labour (V-6 ESCOM P.No 44/ 30/2.02)

•

Spiral Earth Electrode (V-6 ESCOM P.No 26/2.16)

•

Labour for Spiral Earth (V-6 ESCOM P.No 44/36/2.08)

•

11 kV, Horizontal Cross Arm (V-6 ESCOM P.No 3/12.2.02)

•

Labour for Horizontal Cross Arm (V-6 ESCOM P.No 45/52/5.04)

•

11 kV, 45 kN Polymeric Insulator (V-6 ESCOM P.No 5/ 56/6.10)

•

11 kV, 5 KN Composite/Polymeric Pin Insulator (24 mm Dia FRP Rod) (V-6 ESCOM P.No 5/52.6.06)

•

LT 4 Pin Cross Arm GI (V-6 ESCOM P.No 4 I.No 16/2.06)

•

Labour for 4 Pin Cross Arm (V-6 ESCOM P.No 45 I.No 50/5.02)

•

1.1 kV Polymeric Pin Insulator (V-6 ESCOM P.No 5/51/6.05)

•

No. 8 Strain Insulator (V-6 ESCOM P.No 5/53/6.07)

•

Guy Set Complete with No. 15 Strain Insulator ((CDS-1)

•

Labour for Guy Set (CDS-1)

•

HT ST Support 50x8 mm Flat - GI (V-6 ESCOM P.No 4/22/2.12)

•

GOS Set 200 Amps Single break (V-6 ESCOM P.No 11/166/24.01)

•

Labour for GOS Set(V-6 ESCOM P.No 48/97/13.02)

•

H-Frame for mounting GOS (CDS-15)

•

Labour for H-Frame (CDS-15)

•

Rabbit ACSR (6/3.35 mm Al+1/3.35 mm St), Std Wt: 214 Kg/KM (V-6 ESCOM P.No 5, I.No59/7.02)

•

Labour ACSR (V-6 ESCOM P.No 46, I.No 67/7.02)

•

Weasel ACSR(6/2.59 mm Al + 1/2.59 mm St), Std Wt: 128 Kg/KM (V-6 ESCOM P.No 5, I.No 58/7.01)

•

Labour ACSR (V-6 ESCOM P.No 46, I.No 66/7.01)

•

Erection of 3 Phase, 11kV/433V, 25 kVA BEE 4/5 Star Rated Distribution Transformer Centre Using 9 Mtr RCC Pole DPTC(CDS-24) With out Transformer (198863 105994= 92869)

•

Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit shoul...

•

GI/Copper strips for grounding connections, using necessary fixing materials as required.25 x 6 mm GI strip( Elec SR Vol-6 P.No.59/12.58.2)

•

Releasing & Refixing of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth (V-6 ESCOM P.No 44/ 30/2.02)(1113*1.9)

•

Releasing & Refixing of V-Shape/Horizontal cross arm for DC Line including Brace and Insulator fixing. (Without Single Top Support (V-6 ESCOM P.No 45/52/5.04) (160*0.9)

•

Releasing & Refixing of 4 Pin cross arm with Insulator and Braces fixing (V-6 ESCOM P.No 45/50/5.02) (160*0.9)

•

Releasing and Restringing of Conductor (including pin binding, providing jumps, dead ending, etc.,) Rabbit (Escom Pg 46, I.No 67/7.02)(5233*1.9)

•

Releasing and Restringing of Conductor (including pin binding, providing jumps, dead ending, etc.,) Weasel (Escom Pg 46, I.No 66/7.01)(3975*1.9)

•

Releasing & Refixing of Double Pole Transformer Structure using 9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Pole including fixing of Structure Materials, Erection of Poles etc., complete for mounting ...

•

Releasing & Refixing of GOS Set(V-6 ESCOM P.No 48/97/13.02) (1104*1.9)

•

Releasing & Refixing of Labour for H-Frame (CDS-15) (323*1.9)

•

Improvements to road from State Highway-212 (Rampura Gate) to join Mahadeshwara Temple Via Gowdarahundi, Ahalya, Beereshwara Temple Chainange 5.30 to 6.60 Km in Nanjangud Taluk.

•

Mechanical Means -

•

Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, stru...

•

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 ...

•

Mechanical Means -

•

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 a...

•

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 ...

•

Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with ...

•

Surface Drains in Soil - Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated mate...

•

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...

•

Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works fro...

•

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 ...

•

Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite...

•

Prime Coat over WMM/WBM - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying ...

•

Steel Fabrication

•

Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting,...

•

Tack coat on Granular surface treated with primer - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. R...

•

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the fu...

•

Tack coat on Bituminous surface - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with m...

•

Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2705

•

Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of ...

•

Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified gradi...

•

Bituminous Concrete Grading II for traffic <20 MSA - Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, pre...

•

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...

•

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 ref...

•

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total int...

•

Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI ret...

•

Direction and Place Identification Signs upto 0.9 m2 Size Board. - Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67:2022 made of high intensity...

•

Precast Cement Concrete Interlocking Blocks - Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Tra...

•

Kilometre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - Ordinary kilometer ston...

•

Kilometre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - 200 m stone (precast). ...

•

Pedestrian Crossings as per IRC 99-2018 - 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...

•

Road testing & Maintenance - Design of overlay for existing B.T. surface with carrying out testing by Benkelman Beam method as per guide lines in IRC 81:1997 including design and...

•

Painting Two Coats on New Concrete Surfaces - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. Ref to MoRT&H : IRC - 8...

•

Painting with synthetic enamel paint bridge No. and span arragements. - Painting two coats after fillng the surface with synthetic enamel pant bridge No and span arrangements as per as...

•

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt...

•

RCC Pole - 9 Mtr Long, 145 Kg WL (V-6 ESCOM P.No 3/ 1/1.01)

•

Labour For RCC Pole(V-6 ESCOM P.No 44/ 30/2.02)

•

PSCC Pole - 9 Mtr Long, 200 Kg WL (Dwg No. BESCOM/GM/QS&S/50 Dtd 24.11.2018) as per REC Standards (V-6 ESCOM P.No 3/ 6/1.06)

•

Spiral Earth Electrode (V-6 ESCOM P.No 26/2.16)

•

Labour for Spiral Earth (V-6 ESCOM P.No 44/36/2.08)

•

11 kV, Horizontal Cross Arm (V-6 ESCOM P.No 3/12.2.02)

•

Labour for Horizontal Cross Arm (V-6 ESCOM P.No 45/52/5.04)

•

11 kV, 45 kN Polymeric Insulator (V-6 ESCOM P.No 5/ 56/6.10)

•

11 kV, 5 KN Composite/Polymeric Pin Insulator (24 mm Dia FRP Rod) (V-6 ESCOM P.No 5/52.6.06)

•

LT 4 Pin Cross Arm GI (V-6 ESCOM P.No 4 I.No 16/2.06)

•

Labour for 4 Pin Cross Arm (V-6 ESCOM P.No 45 I.No 50/5.02)

•

1.1 kV Polymeric Pin Insulator (V-6 ESCOM P.No 5/51/6.05)

•

No. 8 Strain Insulator (V-6 ESCOM P.No 5/53/6.07)

•

Guy Set Complete with No. 15 Strain Insulator ((CDS-1)

•

Labour for Guy Set (CDS-1)

•

HT ST Support 50x8 mm Flat - GI (V-6 ESCOM P.No 4/22/2.12)

•

GOS Set 200 Amps Single break (V-6 ESCOM P.No 11/166/24.01)

•

Labour for GOS Set(V-6 ESCOM P.No 48/97/13.02)

•

H-Frame for mounting GOS (CDS-15)

•

Labour for H-Frame (CDS-15)

•

Rabbit ACSR (6/3.35 mm Al+1/3.35 mm St), Std Wt: 214 Kg/KM (V-6 ESCOM P.No 5, I.No59/7.02)

•

Labour ACSR (V-6 ESCOM P.No 46, I.No 67/7.02)

•

Weasel ACSR(6/2.59 mm Al + 1/2.59 mm St), Std Wt: 128 Kg/KM (V-6 ESCOM P.No 5, I.No 58/7.01)

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Labour ACSR (V-6 ESCOM P.No 46, I.No 66/7.01)

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Erection of 3 Phase, 11kV/433V, 25 kVA BEE 4/5 Star Rated Distribution Transformer Centre Using 9 Mtr RCC Pole DPTC(CDS-24) With out Transformer (198863 105994= 92869)

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GI/Copper strips for grounding connections, using necessary fixing materials as required.25 x 6 mm GI strip( Elec SR Vol-6 P.No.59/12.58.2)

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Releasing & Refixing of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth (V-6 ESCOM P.No 44/ 30/2.02)(1113*1.9)

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Releasing & Refixing of V-Shape/Horizontal cross arm for DC Line including Brace and Insulator fixing. (Without Single Top Support (V-6 ESCOM P.No 45/52/5.04) (160*0.9)

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Releasing & Refixing of 4 Pin cross arm with Insulator and Braces fixing (V-6 ESCOM P.No 45/50/5.02) (160*0.9)

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Releasing and Restringing of Conductor (including pin binding, providing jumps, dead ending, etc.,) Rabbit (Escom Pg 46, I.No 67/7.02)(5233*1.9)

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Releasing and Restringing of Conductor (including pin binding, providing jumps, dead ending, etc.,) Weasel (Escom Pg 46, I.No 66/7.01)(3975*1.9)

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Releasing & Refixing of Labour for H-Frame (CDS-15) (323*1.9)

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Improvements to road from State Highway-212 (Rampura Gate) to join Mahadeshwara Temple Via Gowdarahundi, Ahalya, Beereshwara Temple Chainange 5.30 to 6.60 Km in Nanjangud Taluk

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