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Protection and Improvement work of Haraduru tank in Piriyapatna Taluk, Mysuru District.

Minor Irrigation Department

Minor Irrigation Division Mysore | MYSURU, Karnataka

Amount: ₹1.3 CrCloses: 12 Jun 20267d left

Tender Value

₹1.3 Cr

EMD Value

₹2 L

Closing Date

12 Jun 2026, 11:00 pm7d left

Tender Inviting Organisation

Name

Minor Irrigation Department

Work Description

Protection and Improvement work of Haraduru tank in Piriyapatna Taluk, Mysuru District.

Tender Information

Tender ID

297417

Reference Number

MI/2026-27/OW/WORK_INDENT11832

Tender Type

Open

Product Category

Other Works

Location

Minor Irrigation Division Mysore

Source Website

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Documents Required

8 documents required · 8 mandatory

Technical Bid

Required1.Contractor should up load valid License

Required2.Contractor should up load valid GST Copy

Required3.Contractor should up load 5 years Financial Turnover Certificate duly certified by Chartered Accountant along with UDIN Number

Required4.Contractor should up load 5 years profit and loss account statement

Required5.The Bidder shall quote the rates WITHOUT ADDING GST for either materials or works contract Service. All duties taxes and other levies payable by the contractor under the contract or for any other cause shall be included in the rates prices and total Tender Price submitted by the Tenderer

Required6.Contractor should up load valid Similar Nature of work done Certificate duly signed by Executive Engineer

Required7.Liquid assets or Line of Credit should be uploaded

Required8.Contractor should up load work in hand 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

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 KPPP portal due to internet connectivity issues and technical glitches at bidders end

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 intending Bidder/ firm/ company are advised to visit the work site before submission of the tenders

The necessary Certificates / documents in support of eligibility criteria fulfilled as stipulated shall be scanned and attached to e- tender document. The original certificate / documents shall be produced prior to the opening of bid for verification. Scanned signature of the Bidder/ firm/ company authorized representative of the Bidder/ firm/ company shall be attached while uploading bid document

If any of the dates mentioned above happens to be a general holiday, the next working day holds good

Conditional tenders are liable to be rejected. The officer competent to accept the tender shall have the right to reject any or all the tenders without assigning any reason whatsoever.

Corrigendum will be published in the website for all modifications or corrections if any

The contractor should mention their recent correct postal address & mail address in declaration forms

All materials like steel, cement etc., required for the above work should be procured by the contractor only. No departmental supply of any materials shall be made by Dept

The contractor should adhere to the accepted execution plan submitted by him under any circumstances without linking to the pending payment of the work & also Land acquisition problems if any

Typographical errors, if any, will not be the ground for any claims by the Contractor.

Scanned signature of the Bidder/ firm/ company authorized representative of the Bidder/ firm/ company shall be attached while uploading bid document

Incomplete tender documents will be rejected

As per the Karnataka Building and other Constructions Workers Welfare Cess Act 1996, 1% of the bill amount will be deducted from the bills

The contractor should adhere to the accepted execution plan submitted by him under any circumstances without linking to the pending payment of the work.

Original documents should be produced for verification at any stage of the tender process, as and when sought for. Failure to produce original documents will lead to disqualification. work done certificate should have all the details CR no, work order issuing date, work completion date and year as asked in bid document

The Applicant shall be registered in KPWD/CPWD and Other Public sector Organizations and shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by GOK/GOI

Restrictions on Public Procurement from Bidders of certain countries as per Government order No.FD 455 Exp-12 2020 Bengaluru dated:01-04-2023

Royalty charges are applicable as per the prevailing GO at the time of payment during the execution of works, if any minor minerals are required, contractor have to abide by the prevailing rules and acts applicable to minor minerals. As per the prevailing rules, for any use of minor minerals, the contractor has to submit the mineral dispatch permit (MDP) obtained from mines and geology department if mineral dispatch permit (MDP) is not submitted by the contractor along with the bill, the prevailing penalty DMF contribution as per the Karnataka Minor Mineral concession rules 1994 (as amended from time to time) will be deducted from the contractor bill.

The agencies participating in the tender shall be registered in the Construction Labour Board as per the G.O.No.LD 300 LET 2006 Dated:18-1-2007 and Addendum No.LD 95 LET 2013 Bengaluru Dt:1-4-2013. Also the contractors entrusted with the work shall employ the labours only who have registered in the Karnataka Building and Construction Workers Welfare Board failing which the contractor shall be liable for any further action as deem by the authority

Within 20 days of receipt of the Letter of Acceptance, the successful Tenderer shall deliver to the Employer a Security deposit in any of the forms as mentioned in bid document for an amount equivalent to 5% of the Contract price plus additional security for unbalanced tenders in accordance with Clause 25.5 of ITT and Clause 43 of the Conditions of Contract for all works

The Bidder shall quote the rates WITHOUT ADDING GST for either materials or works contract (Service). All duties, taxes, and other levies payable by the contractor under the contract, or for any other cause, shall be included in the rates, prices and total Tender Price submitted by the Tenderer.

The contractor has to make his own arrangements for procurement of all the required materials and the materials so procured shall confirm to the relevant IS Specifications and obtain necessary quality certificate from authorized quality control.

The Contractor is fully responsible for the Equipment / Material until the same is handed over to the EXECUTIVE ENGINEER in an operating condition after commissioning. The Contractor is responsible for the proper maintenance of equipment / material as well as protection of the same against theft, elements of nature, damages etc., while in his custody as well as after erection until the same is taken over by the EXECUTIVE ENGINEER under due acknowledgment in writing

The tenderer shall also disclose if there are any bankruptcy proceedings against him.

The Work Done Certificates shall be issued by the Executive Engineer with indent number mentioned (if work done in Karnataka State), otherwise it shall be issued/counter signed by Superintending Engineer (if the work is done in other states)

Sub-Leasing/G.P.A of Work is Prohibited.

Each Item Of BOQ To be read as with all lead and lifts, loading and un loading charges and as per the direction of Engineer in charge.

Uploaded drawings are for TENDER PURPOSE ONLY

The tender processing charges paid by the bidder/ firm/ company are not refundable even if the tenders are cancelled

The statements showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining for each of the work listed should be countersigned by the Employer in charge, not below the rank of an Executive Engineer or equivalent

Income Tax : Latest copy of the Income Tax Clearance Certificate and Sale Tax Clearance PAN and TAN Nos. to be uploaded

All other terms and conditions as per KW4 tender documents are applicable, prevaling modifications and ammendments will be adopted.

Contractor should up load profit and loss account statement for the last five years

All the specification in the Schedule-B should be read as complete with all lead and lifts, loading and un loading and as per the directions of Engineer in charge of the work

The Defect liability period is 365 days after the completion of work

Annual turnover certificate along with Balance sheet certified/attested by Chartered accountants should be uploaded with 18 digits system generated unique number (UDIN number)

For payments related to GST contractor should abide to prevailing FD order No FD 417 Exp 12/2024 Bangalore dated 09-08-2024

Star rates are applicable as per Government Circular No PWD 159 CRM 2009 KGS Bangalore dated 30-09-2010

All the conditions in Govt order No MID 138 REJ 2025 Bangalore Dated 08-12-2025 are applicable

Royalty, GST, IT and MDP Deductions shall be done as per prevailing Gos

Technical Criteria

General

Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs)

Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender)

Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction)

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

Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx)

Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period)

Total value of civl engineering works executed and payments received in the last five years (year-wise)

List of existing commitments and ongoing works

List of works for which tenders already submitted

Banker Details for reference

Past Experience

Executed in any one year, the following minimum quantities of work De-Silting and Earth Work Excavation (Combined Quantity) 6673.00 Cum - Cement Concrete both PCC and RCC 1097.00 Cum - Reinforcement of Steel 19.104 Tonne - Stone Revetment / Pitching 1104.00 Sqm

Work Done Certificate

b)Satisfactorily completed ( at least 90% of the contract value), as prime contractor, at least one similar work such as CONSTRUCTION / IMPROVEMENTS OF TANKS OF VALUE NOT LESS THAN RS 64.54 LAKHS (usually not less than 50% estimated value of contract)

Work Done Certificate

Capabilities of Vendor

Liquid assets and /or availability of credit facilities of not less than Rs 38.75 Lakhs(Credit lines/letter of credit/certificates from banks for meeting the fund requirement etc.)

Line of Credit

3.2To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2021-22, 2022-23, 2023-24, 2024-25 and 2025-26(a) Achieved in at least two financial years a minimum financial turnover (i,e from 2021-22 to 2025-26) (in all classes of civil engineering construction works only) of Rs 258.18 Lakhs (Attach certificates from chartered accountant ALONG WITH UDIN NUMBER)

Audited CA Certificate of Annual Turnover

Work Locations

Fee & Financial Details

Tender Fee Amount

₹3,230

EMD Fee Amount

₹2 L

Important Dates

Last Activity

26 May 2026

Published

26 May 2026

Bid Opening

15 Jun 2026

Download Ends

11 Jun 2026

Pre-Bid Meeting

1 Jun 2026

BOQ Preview

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TENTATIVE PHYSICAL / FINANCIAL ACTIVITY CHART

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PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ : ZÁªÀÄgÁd£ÀUÀgÀ f¯Éè UÀÄAqÀÄè¥ÉÃmÉ vÁ®ÆèPÀÄ aPÀÌ£À¥ÀÄgÀ ªÀÄvÀÄÛ PÀUÀÎ¼À UÁæªÀÄUÀ¼À ºÀwÛgÀ ZÉPïqÁåA¤ªÀiÁðt PÁªÀÄUÁj.

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Total Duration - 11 Months (Including Monsoon) Indent no : MI/2024-25/AB/WORK_INDENT4083 APT Rs 159,87,272.47

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Sl. No. Code No Activity Unit Quantity Rate Amount ( in Rs) Physical Financial Progress (in lakhs)

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1st Month 2nd Month 3rd Month 4th Month 5th Month 6th Month 7th Month 8th Month 9th Month 10th Month 11th Month Total

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PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL

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1 Code No 1 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 Mechanical Means using Dozer - In area of light jungle 100 Sqm 451.5 393 451.5 0 0 0 0 0 0 0 0 0 0

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2 Code No 2 Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations complete. Each 1120 25.5 1120 0 0 0 0 0 0 0 0 0 0

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3 Code No 3 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, strutting, barricading, caution lights, 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 appurtenaces required to complete the work In all kinds of soils Depth upto 3 m. Cum 1161.78 102 91.78 190 195 220 150 150 85 25 25 30 0

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4 Code No 4 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, strutting, barricading, caution lights, 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 appurtenaces required to complete the work In ordinary/soft rock without blasting - Depth exceeding 1.5 m, but not exceeding 3 m Cum 281.14 425 81.14 55 55 32 20 15 10 13 0 0 0

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5 Code No 5 Providing rubble stone/boulder filling between or behind abutment below apron including cost of all materials, labour, hand packing, finishing top surface & all necessary works as directed and complete as per specification. Cum 190.95 1278 0 30 30 35 30 35 10 10 5 5.95 0

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6 Code No 6 Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete Cum 0.999 6067 58.29 50 20.1 0 0 0 0 0 0 0 0

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7 Code No 7 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/ sluice, sluice canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works as directed and complete as per specification. Cum 0.999 6955 235 170 130 100 170 190 175 180 200 100 25.18

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8 Code No 8 Steel Fabrication - Supplying, 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. Tonne 0.9999 79011 0.999 3.24 3.5 2.7 2 0.5 0.5 0.000 0 0 0

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9 Code No 9 Providing impervious filling adjacent to masonry / concrete structure and filling trial pits with soil available in adjacent area in layers of 100 to 150 mm and compacting each layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth rammers including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering & all necessary works as directed and complete as per specification. Cum 672.42 257 36.42 42 45 60 80 100 110 120 79 0 0

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10 Code No 10 De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and loading the same to transport vehicle ( excluding cost of transportation ) including cost of all machinery, labour & all necessary works as directed and complete as per specification. Cum 7515 54 7350 0 0 0 0 0 0 0 0 0 165

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11 Code No 11 Providing casing embankment using approved semi-pervious soil from soil borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all lead and all lifts. Cum 0.999 454 0 0 0 0 0 0 0 0 0 650 385.6

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12 Code No 12 Providing and constructing dry rubble stone pitching with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete. 300mm thick Sqm 235 455 0 0 0 0 0 0 0 0 0 62 173

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13 Code No 13 Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing etc., complete with all lead and lifts. Sqm 462 735 0 0 0 0 0 0 0 0 0 130 332

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14 Code No 14 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 Sqm 12 109 0 0 0 0 0 0 0 0 0 0 12

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15 Code No 15 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications M 93.6 138 0 0 0 0 0 0 0 0 0 0 93.6

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16 Code No 16 Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade per cm height per letter 7600 1.6 0 0 0 0 0 0 0 0 0 0 7600

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Milestone 1st Milestone 2st Milestone 3st Milestone 4th Milestone

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Cumulative Milstone

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APT Milestones and liquidity damages

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MILESTONES AMOUNT Liquidity damage

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Self loading Concrete mixer-2(1 OWN & 1 own/hire/lease) 5218549.533899999 Earthwork excavation, Desilting and Embankment (Combined Quantity) Cum 8715

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Vibrator roller-1 own/hire/lease Cement Concrete both PCC and RCC Cum 1573

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Reinforcement of Steel Tonne 14.9

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EMD mini In Rs 240000

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Annual turn over - In Lakhs 319.75

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Line of credit In Lakhs 48

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Similar nature of work - In Lakhs 79.95

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qty calcuaton tender time

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year / 12 30 % line of credit to APT DIFF

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TENTATIVE PHYSICAL / FINANCIAL ACTIVITY CHART

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PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ : ªÉÄÊ¸ÀÆgÀÄ f¯Éè ¦jAiÀiÁ¥ÀlÖt vÁ®ÆèPÀÄ ºÀgÀzÀÆgÀÄ PÉgÉ gÀPÀëuÁvÀä ªÀÄvÀÄÛ C©üªÀÈ¢Ý PÁªÀÄUÁj

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Total Duration - 11 Months (Including Monsoon) Indent no : MI/2026-27/OW/WORK_INDENT11832 APT Rs 12908997.18 KW 4

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Sl. No. Code No Activity Unit Quantity Rate Amount ( in Rs) Physical Financial Progress (in lakhs)

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1st Month 2nd Month 3rd Month 4th Month 5th Month 6th Month 7th Month 8th Month 9th Month 10th Month 11th Month Total

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1 Volume 3 SR 202324 Page No.9 Item No.2.5 (ii) 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 Mechanical Means using Dozer In area of light jungle including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work 100 Sqm 390 393 180 210

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2 Volume 4, Part I SR 202324 Page No. 101 Item no. 8.2.1 Cutting and removing jauliflora bushes upto 1.5 m girth excluding removal of stumps and including burning or disposing off the materials including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Each 510 25.5 270 240

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3 Volume 4, Part II SR 2023 24 Page No. 140 Item no. 3.12 De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and loading the same to transport vehicle ( excluding cost of transportation ) including cost of all machinery, labour & all necessary works as directed and complete as per specification including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 6991.5 54 2180 4811.5

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4 Volume 1 Part I SR 2023 24 Page No. 8 Item No.1.14.1 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, strutting, barricading, caution lights, 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 appurtenaces required to complete the work In all kinds of soils upto 3 m depth including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 1348.9 102 180 195 150 180 190 180 150 50 50 23.9

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5 Volume 4 Part I SR 2023 24 Page No. 39 Item no. 2.13 Providing and laying insitu vibrated M15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 154.96 5989 20 25 20 22 25 20 10 10 2.96

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6 Volume 4, SR 202324 Page No. 130 Item No1.12 Providing and laying insitu vibrated M20 28 days cube compressive strength not less than 20 N sq mm grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam pickups irrigation tankswaste weir sluice, sluice canal and other allied works like abutmentswing wallsreturnscutoff walls works & all necessary works as directed and complete as per specification including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 1215.87 6843 60 140 100 100 125 120 140 130 135 120 45.87

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7 Volume 1 SR 202324 Page No. 18 Item no. 2.11h Supplying, fitting and placing TMT FE 550 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapingwelding 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 including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Tonne 23.88 80019 3 2 2 2 2.5 2.8 2.5 2.5 2 1.58 1

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8 Volume 4, Part II SR 2023 24 Page No.129 / Item no. 1.60 Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing etc.,including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Sqm 1380 735 430 450 500

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9 Volume 4, PartI, SR 202324 Page No. 135 Item No.2.8 Providing and fixing M.S. Channel frame to suite the suitable size of gates. The side channels with suitable height with hold fasts 12mm dia and 0.5m long M.S. Bar at 0.50 m cc with suitable size bottom channel including cost of all materials including two coats of anti corrosive paint over a coat of primer & all necessary works as directed and complete as per specification including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Kg 102.02 84 102.02

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10 Volume 4, PartI, SR 202324 Page No. 135 Item No.2.7 Providing ,Supplying and fixing M.S. gates of Suitable size with required number of M.S. plate , stiffners, and horizontal bracing of ISMC 75*40 including rubber guard of ISA 20*4 of approved quality to bottom & two sides and to be fixed to the grove of M.S. gate of size 25 mm with machine screw nuts and bolts of size 6mm dia & 35mm long and fixed with 16mm dia MS bar handles with required numbers suitably welded to horizontal bracing including two coats of anticorrosive bituminous paint over a coat of primer & all necessary works as directed and complete as per specification including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Kg 98.09 173 98.09

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11 Volume 5 SR 202324 Page No 188 Item No16.3.7 Providing S&S RCC SPUN VIBRATED CAST PIPES REINFORCED pipes NP3 Class conforming to IS:4581988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to lin and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. Contractor will make his own arrangements for procuring water for testing. Before the execution of the work, the contractor shall carry out the survey RCC NP3 Class pipe of 600 mm dia including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Mtr 7.5 3140 7.5

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12 Volume 3 Part II SR 2023 24 Page No 7 Item No 1.9 Filling available excavated earth excluding rock in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 19.16 266 2 2.5 3 3 2 2 2 1 1 0.66

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Milestone 1st Milestone 2st Milestone 3st Milestone

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Cumulative Milstone

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APT Milestones and liquidity damages

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MILESTONES AMOUNT Liquidity damage

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Self loading Concrete mixer-2(1 OWN & 1 own/hire/lease) 5218549.533899999 DeSilting and Earth Work Excavation (Combined Quantity) Cum 6673.00 Cum

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Vibrator roller-1 own/hire/lease Cement Concrete both PCC and RCC Cum 1097.00 Cum

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Reinforcement of Steel Tonne 19.104 Tonne

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Stone Revetment / Pitching Sqm 1104.00 Sqm

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EMD mini In Rs 200000

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Annual turn over - In Lakhs 258.18

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Line of credit In Lakhs 38.75

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Similar nature of work - In Lakhs 64.54

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STAR RATES STATEMENT

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Total Duration - 11 Months (Including Monsoon)

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Sl. No. Activity Unit Quantity Rate Amount ( in Rs) AS PER DATA RATES

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Qty Rate Amount Qty Rate Amount

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1 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 Mechanical Means using Dozer In area of light jungle including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work 100 Sqm 390.00 393.00 153270.00 Star rate not applicable

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2 Cutting and removing jauliflora bushes upto 1.5 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all lead and lifts including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Each 510.00 25.50 13005.00 Star rate not applicable

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3 De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and loading the same to transport vehicle ( excluding cost of transportation ) including cost of all machinery, labour & all necessary works as directed and complete as per specification including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 6991.50 54.00 377541.00 Star rate not applicable

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4 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 strutting barricading caution lights 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 appurtenaces required to complete the work In all kinds of soils upto 3 m depth including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 1348.90 102.00 137587.80 Star rate not applicable

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5 Providing and laying insitu vibrated M15 grade cement concrete using 40 mm down approved clean hard graded aggregates for plain concrete works including cost of all materials machinery labour cleaning providing mortar layer for lift joints batching mixing placing in position levelling vibrating finishing curing with all other ancillary operations complete including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 154.96 5989.00 928055.44 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

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6 Providing and laying insitu vibrated M20 ( 28 days cube compressive strength not less than 20 N sq mm ) grade cement concrete using 20 mm down size approved clean hard graded aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators including cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing centering formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam pickups irrigation tankswaste weir sluice sluice canal and other allied works like abutmentswing wallsreturnscutoff walls works & all necessary works as directed and complete as per specification including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 1215.87 6843.00 8320198.41 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

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7 Supplying fitting and placing TMT FE 550 550D Steel Reinforcement including cost of all materials machinery labour cleaning straightening cutting bending hooking lapingwelding joints tying with binding wire soft annealed steel wire and other ancilary operations complete as per drawing and technical specification including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the workAll other type of structures Tonne 23.880 80019.00 1910853.72 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

•

8 Filling available excavated earth (excluding rock) in trenches plinth sides of foundations and other similar works etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Sqm 1380.00 735.00 1014300.00 Star rate not applicable

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9 Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials machinery labour laying to specified slope wedging with chips finishing etc. complete with all lead and lifts including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Kg 102.02 84.00 8569.68 Star rate not applicable

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10 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 3002 for embankment construction including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Kg 98.09 173.00 16969.57 Star rate not applicable

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11 Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials machinery labour picking previous layer spreading soil in layer breaking clods watering & all necessary works as directed and complete as per specification including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Mtr 7.50 3140.00 23550.00 Star rate not applicable

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12 Construction of subgrade 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 requirement of table No. 3002 including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 19.16 266.00 5096.56 Star rate not applicable

•

Grand Total 12908997.18 0.00 0.00

•

Executive Engineer,

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M.I. & GWD Division, Mysore

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MINERAL DISPATCH PERMIT.zip

Others - MINERAL DISPATCH PERMIT • 6.49 MB

HARADURU TANK BID DOC CORR VM26.doc

Tender Document • 4.12 MB

GO AND TECHNICAL SANCTION.pdf

Others - GO AND TECHNICAL SANCTION • 4.11 MB

GOVT NOTI LOC LETTER BY BANK.pdf

Others - GOVT NOTI LOC LETTER BY BANK • 1.72 MB

HARADURU TANK PERT CHART 11 MONTHS.xls

Others - BAR / PERT CHART • 0.10 MB

STAR RATES GOVERNMEMNT ORDER.pdf

Others - STAR RATES GOVERNMEMNT ORDER • 2.18 MB

GO AND CIRCULARS RESTRICTION OF BIDDERS.pdf

Others - GO AND CIRCULARS RESTRICTION OF BIDDERS • 6.34 MB

HARADURU TANK DRAWINGS.docx

Others - DRAWINGS • 0.28 MB

HARADURU TANK STAR RATES.xlsx

Others - STAR RATES STATEMENT • 0.01 MB

ROYALTY LATEST.pdf

Others - ROYALTY LATEST • 0.36 MB

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Protection and Improvement work of Haraduru tank in Piriyapatna Taluk, Mysuru District.

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