Karnataka

AOC

Works

Other Works

CONSTRUCTION OF BRIDGE-CUM-CHECKDAM AND PROTECTION WALL ACROSS THE STREAM FLOWING NEAR THE LAND OF THE SCHEDULED TRIBES PEOPLE OF MULLURU VILLAGE, SARAGURU TALUK, MYSURU DISTRICT.

Minor Irrigation Department

Minor Irrigation Division Mysore | Mysuru, Karnataka

Amount: ₹1.2 CrCloses: 9 Feb 2026Closed

Bids

1 Bid9 Feb 2026

#	Company	Amount	Status
1	₹1.3 Craccepted-aoc	₹1.3 Cr	accepted-aoc

Tender Value

₹1.2 Cr

EMD Value

₹2 L

Closing Date

9 Feb 2026, 11:00 pmClosed

Tender Inviting Organisation

Name

Minor Irrigation Department

Work Description

CONSTRUCTION OF BRIDGE-CUM-CHECKDAM AND PROTECTION WALL ACROSS THE STREAM FLOWING NEAR THE LAND OF THE SCHEDULED TRIBES PEOPLE OF MULLURU VILLAGE, SARAGURU TALUK, MYSURU DISTRICT.

Tender Information

Tender ID

MI/2025-26/OW/WORK_INDENT10641

Reference Number

MI/2025-26/OW/WORK_INDENT10641

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 723 MISU 2025(19)Bangalore Dated 19-09-2025 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 - Earthwork excavation, Embankment and De-silting (Combined Quantity) 6861.57 Cum - Cement Concrete both PCC and RCC 1099.94 Cum - Reinforcement of Steel 13.65Tonne

Work Done Certificate

b)Satisfactorily completed ( at least 90% of the contract value), as prime contractor, at least one similar work such as CONSTRUCTION OF CHECK DAM / BRIDGE-CUM-CHECKDAM VALUE NOT LESS THAN RS 60.13 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 39.50 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., 2020-21, 2021-22, 2022-23, 2023-24 and 2024-25(a) Achieved in at least two financial years a minimum financial turnover (i,e from 2020-21 to 2024-25) (in all classes of civil engineering construction works only) of Rs 240.53 Lakhs (Attach certificates from chartered accountant ALONG WITH UDIN NUMBER)

Audited CA Certificate of Annual Turnover

Work Locations

Fee & Financial Details

Tender Fee Amount

₹3,010

EMD Fee Amount

₹2 L

Important Dates

Last Activity

9 Feb 2026

Published

2 Feb 2026

Bid Opening

11 Feb 2026

Download Ends

9 Feb 2026

Pre-Bid Meeting

4 Feb 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 451.5 451.5 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 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 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 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 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 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 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 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 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 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 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 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 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 ¸ÀgÀUÀÆgÀÄ vÁ®ÆèPÀÄ ªÀÄÄ¼ÀÆîgÀÄ UÁæªÀÄzÀ ¥Àj²µÀÖ ¥ÀAUÀqÀUÀ¼À d£ÀvÉAiÀÄ d«ÄÃ¤£À ºÀwÛgÀ ºÀjAiÀÄÄªÀ ºÀ¼ÀîPÉÌ ©qïÓ PÀA ZÉPïqÁåA ºÁUÀÆ vÀqÉUÉÆÃqÉ ¤ªÀiÁðt PÁªÀÄUÁj

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Total Duration - 11 Months (Including Monsoon) Indent no : MI/2025-26/OW/WORK_INDENT10641 APT Rs 120,26,047.73 CAzÁdÄ ªÉÆvÀÛ gÀÆ 150.00 ®PÀëUÀ¼ÀÄ

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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- 2023-24 / Page No.9 / Item No.2.4 (ii) a 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 870

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2 Volume -1, 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 Depth upto 3 m. Cum 1191.26

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3 Volume -4, Part-I, SR- 2023-24 Page No. 130 / Item no. 1.8 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 122.28 100 22.28

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4 Volume -4, Part-I, SR- 2023-24 / Page No. 39 / Item No.2.13 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 5989 10 30 25 20 10 11.24 15

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5 Volume -4, Part-II, SR- 2023-24 / Page No. 130 / Item no. 1.12 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 1253.68 50 60 150 100 100 150 150 75 0.000 250 100

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6 Volume -1, SR- 2023-24 / Page No. 18 / Item No.2.11-h 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 Structure tonne 69749 0.5 0.5 2 2 1.5 3 3 1.5 2.065 1

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7 Volume -4, Part-II, SR- 2023-24 / Page No. 129 / Item no. 1.2 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 299.36 0 10 15 20 35 20 20 25 30 90

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8 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 perspecification. Cum 6840 500 500 500 500 500 500 1000 500 500 840 1000

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9 Volume -3, SR- 2023-24 / Page No. 17 / Item No.3.7 Compacting original ground supporting embankment - 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. Cum 108 0 25 25 58

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10 Volume -4, Part-II, SR- 2023-24 / Page No. 139 / Item no. 3.7 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. Cum 454 100 150 150 50 45.7 50

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11 Volume -4, Part-I, SR- 2023-24 / Page No. 55 / Item No.3.45.2 Providing and constructing size stone pitching using 200 to 250 mm size stones with pin headers at 2 per m2 set in CM 1 . 5 proportion by volume with pointing joints in CM 1 . 3 proportion by volume including cost of all materials from approved source, labour, packing stone chips and mortar into joints,finishing,curing and all other ancillary operations complete.450 mm thick Sqm 65.48 65.48

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12 Volume -4, Part-II, SR- 2023-24 / Page No. 129 / Item No.1.6 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 158.4 158.4

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13 Volume -4, Part-I, SR- 2023-24 / 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 c/c 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. kg 363.12 363.12

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14 Volume -4, Part-I, SR- 2023-24 / 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 into 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. kg 394.28 394.28

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15 Volume -3, SR- 2023-24 / Page No. 117 / Item No.12.1 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 81 50 31

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16 Volume -3, SR- 2023-24 / Page No. 26 / Item No.4.14 - B (ii) (a) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Mechanical means - Grading-II (53 mm to 22.4 mm) - Using Screening Crushable type such as Moorum or Gravel Cum 50.63 50.63

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17 Volume -3, SR- 2023-24 / Page No. 26 / Item No.4.14 - B (ii) (b) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Mechanical means - Grading-II (53 mm to 22.4 mm) - Using Screening Type B (11.2mm agg) Cum 50.63 50.63

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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 Earthwork excavation, Desilting and Embankment (Combined Quantity) Cum 6861.57 Cum

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Vibrator roller-1 own/hire/lease Cement Concrete both PCC and RCC Cum 1099.94 Cum

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Reinforcement of Steel Tonne 13.65 Tonne

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EMD mini In Rs 200000

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Annual turn over - In Lakhs 240.53

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Line of credit In Lakhs 39.5

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Similar nature of work - In Lakhs 60.13

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PÁAiÀÄð¥Á®PÀ EAf¤AiÀÄ ¸ÀÀ¤Ã ªÀÄvÀÄÛ CA.C. «¨sÁUÀ, ªÉÄÊ¸ÀÆgÀÄ

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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 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 870 25.50 22185.00 Star rate not applicable

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2 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. m3 1191.26 102.00 121508.52 Star rate not applicable

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3 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. m3 122.28 1278.00 156273.84 Star rate not applicable

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4 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. m3 121.24 5989.00 726106.36 (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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5 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. m3 1253.68 6843.00 8578932.24 (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 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 Structure tonne 17.07 69749.00 1190266.69 (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 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. m3 299.360 257.00 76935.52 Star rate not applicable

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8 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 perspecification. m3 6840.00 54.00 369360.00 Star rate not applicable

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9 Compacting original ground supporting embankment - 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. m3 108.00 105.00 11340.00 Star rate not applicable

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10 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. m3 545.70 454.00 247747.80 Star rate not applicable

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11 Providing and constructing size stone pitching using 200 to 250 mm size stones with pin headers at 2 per m2 set in CM 1 . 5 proportion by volume with pointing joints in CM 1 . 3 proportion by volume including cost of all materials from approved source, labour, packing stone chips and mortar into joints,finishing,curing and all other ancillary operations complete.450 mm thick m2 65.48 1088.00 71242.24 Star rate not applicable

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12 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. m2 158.40 735.00 116424.00 Star rate not applicable

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13 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 c/c 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. kg 363 84.00 30502.08 Star rate not applicable

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14 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 into 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. kg 394 173.00 68210.44 Star rate not applicable

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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 81 138.00 11178.00 Star rate not applicable

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16 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Mechanical means - Grading-II (53 mm to 22.4 mm) - Using Screening Crushable type such as Moorum or Gravel m3 51 2094.00 106019.22 Star rate not applicable

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17 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Mechanical means - Grading-II (53 mm to 22.4 mm) - Using Screening Type B (11.2mm agg) m3 51 2406.00 121815.78 Star rate not applicable

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Grand Total 12026047.73 0.00 0.00

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Executive Engineer,

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M.I. & GWD Division, Mysore

Documents

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NIT Documents

Drawings Mulluru village.pdf

Others - DRAWINGS • 2.75 MB

MULLURU BRIDGE CUM CKD PERT CHART.xls

Others - BAR / PERT CHART • 0.10 MB

MULLURU BRIDGE CUM CKD STAR RATES.xlsx

Others - STAR RATES • 0.02 MB

ROYALTY LATEST.pdf

Others - ROYALTY NEW GO • 0.36 MB

STAR RATES GOVERNMEMNT ORDER.pdf

Others - STAR RATES GO • 2.18 MB

GOVT NOTI LOC LETTER BY BANK.pdf

Others - LINE OF CREDIT • 1.72 MB

MINERAL DISPATCH PERMIT.zip

Others - MINARAL DISPATCH NEW GO • 6.45 MB

MULLURU BRIDGE CUM CHECKDAM DTS REVISED.doc

Tender Document • 4.13 MB

GO AND CIRCULARS RESTRICTION OF BIDDERS.pdf

Instructions to Tenderers • 6.34 MB

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