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Filling up of Motitalab (Savanur tank) from DC-2 near kalalakonda village under Savanur Lift Irrigation scheme

Karnataka Neeravari Nigam Limited

KNNL Division SLIS Div Dharwad | Dharwad, Karnataka

Amount: ₹4.1 CrCloses: 18 Sept 2026

Timeline

Published7 Sept 2026
Pre-Bid Meeting11 Sept 2026
Closes18 Sept 2026
Bid Opening19 Sept 2026

Tender Value

₹4.1 Cr

EMD Value

₹6.1 L

Closing Date

18 Sept 2026, 4:00 pm

Tender Inviting Authority

Office Inviting Bids

Karnataka Neeravari Nigam Limited

Contact Person

Manjunath B

Mobile Number

Work Description

Filling up of Motitalab (Savanur tank) from DC-2 near kalalakonda village under Savanur Lift Irrigation scheme

Tender Information

Tender ID

KNNL/2026-27/OW/WORK_INDENT4700

Reference Number

KNNL/2026-27/OW/WORK_INDENT4700

Tender Type

Open

Product Category

Other Works

Form of Contract

Two Tender Document System(Two Cover)

Location

KNNL Division SLIS Div Dharwad

Source Website

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Documents Required

15 documents required · 15 mandatory

Technical Bid

RequiredA copy of valid KPWD Class-II and above Registration Certificate

RequiredCopy of Valid Employees Provident Fund Registration Certificate with recently paid challan copy

RequiredCopy of Valid GST Registration Certificate & PAN card

RequiredCopy of Income tax return filed for the financial year 2025-26 Assessment year 2026-27

RequiredCopy of Valid ESI Registration Certificate with recently paid challan copy

RequiredThe bidder should have, satisfactorily completed from 2021-22 to 2025-26 not less than 90 percent of contract value as a prime contractor atleast one similar nature of work such as laying of MS/DI Pipe in any one of lift irrigation / Tank filling scheme/water supply scheme not less than 50 percent of amount put to tender ie Rs. 239.32 Lakhs. The cost will be updated to the present value by giving a weightage of 10 percent for each year

RequiredMinimum financial turnover of Rs. 957.28 Lakhs achieved in at least two financial years from 2021-22 to 2025-26. Audited Profit and Loss account certified by a practicing Chartered Accountant bearing UDIN along with copy of Income Tax returns filed for the years mentioned should be furnished

RequiredLiquid asset and /or availability of credit facilities of not less than Rs. 162.53 Lakhs Unconditional credit lines/letters of credits/certificates from nationalized banks for meeting the fund requirement etc. The contractor should upload necessary documents issued by the nationalized banks as per prescribed format enclosed to the notification

RequiredBidder should have executed Minimum quantities of providing and laying of MS/DI Pipe of min inner dia 450 mm or more is 2.7 Kms and Earthwork Excavation/Embankment is 8503 Cum in any one financial year during 2020-21 to 2025-26

RequiredThe intending bidder should have Own/Lease equipments and machineries as mentioned in Bid document

RequiredTenderers who meet the specified minimum qualification criteria, will only be qualified, if their available tender capacity is more than the total tender value Rs. 478.64 Lakhs. The available tender Capacity will be calculated by AxNx1.5-B

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

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

RequiredThe contractor has to upload scanned copy of the EMD paid through KPP- portal.

RequiredThe scanned signature of the bidder /authorized representatives of the bidder shall be attached while uploading the bid document

Eligibility Criteria

A copy of valid KPWD Class-II and above Registration Certificate

Copy of Valid Employees Provident Fund Registration Certificate with recently paid challan copy

Copy of Valid GST Registration Certificate & PAN card

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.

Necessary manpower should be engaged by the agency for O and M of the work for an extent of one year from the date of completion of work

The details in support of qualification criteria as mentioned in para 4.0 below

Copy of Income tax return filed for the financial year 2025-26 (Assessment year 2026-27)

The scanned signature of the bidder /authorized representatives of the bidder shall be attached while uploading the bid document.

The First Electronic Document (Technical bid) will be opened first and thereafter Second Electronic Document (financial bid) will be opened only of those bidders who qualify in the technical bid. In case the lowest bidder fails to produce the original documents for entering into an agreement or the original documents submitted does not match with the uploaded documents or found false ,then his bid is treated as non-responsive bid as per clause -26(4) of the KTPP rules barred from participation in any of the tenders invited by the KNNL apart from forfeiting the EMD paid through E-cash

The necessary certificates/documents in support of pre-qualification criteria fulfilled as stipulated shall be scanned and attached to e-tender document.

To qualify for award of this contract, each tenderer in his / her name in the last five years (2021-22 to 2025-26) should have satisfactorily completed (at least 90% of contract value) as a prime contractor, at least one similar nature of work such as laying of MS/DI Pipe in any one of lift irrigation / Tank filling scheme/water supply scheme of value not less than Rs. 239.32 Lakhs (usually 50% of the amount put to tender under this contract). Work done certificate issued by an officer not below the rank of Executive Engineer of the concerned Division and Countersigned by the Superintending Engineer of the concerned circle is to be uploaded for the technical bid. The cost of completed works of the previous year shall be given a weightage of 10% per year to bring it to the price level of financial year in which tenders are invited

The annual turnover from all classes of civil engineering works should be costing not less than Rs. 957.28 Lakhs, (usually not less than two times the estimated annual payments under this contract) in any of the two financial years during the last five years i.e 2021-22 to 2025-26. Audited profit and loss account certified by a practicing Chartered Accountant along with the copy of income tax returns filed for the years indicated above should be furnished. Duly mentioning UDIN on Turnover certificate (from CA). (The annual turnover of previous year shall be updated to the year of tender invitation at 10% per annum)

Liquid asset and/or availability of credit facilities of not less than Rs. 162.53 Lakhs (Unconditional credit lines/letters of credits/certificates from nationalized banks) for meeting the fund requirement etc. The contractor should upload necessary documents issued by the nationalized banks as per prescribed format enclosed to the notification.

Bidder should have executed Minimum quantities of Providing and laying of MS/DI Pipe (min inner dia 450 mm or more) is 2.7 Kms and Earthwork Excavation/Embankment is 8503 Cum in any one financial year during 2021-22 to 2025-26

Availability by owning 50% of the required/specified following key and critical equipment for this work and the remaining 50% can be deployed on lease/hire basis for all works provided, the relevant documents (Commitment agreements etc.) for availability for the work are furnished (Documents to be scanned and enclosed) The intending bidder/firm/company should furnish details of ownership/ lease certificate of the following minimum requirement of machineries. 1. Excavator, own-1, hire/lease-1, 2. Tipper own-1, hire/lease-1, 3. Concrete Mixer, own-1, hire/lease-1

Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value i.e 478.64 Lakhs. The available tender capacity will be calculated as under- Assessed available tender capacity is (AxNx1.5 - B), Where, A is Maximum value of civil engineering works executed in any one year during the last five years (updated to 2026-27 price level) taking into account the completed as well as works in progress. N is Number of years prescribed for completion of the works for which tenders are invited. B is Value, at 2026-27 price level, of existing commitments and on-going works to be completed during the period of completion of the works for which Tenders are invited

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 works listed should be countersigned by the Employer in charge, not below the rank of an Executive Engineer or equivalent

Cover-II (Financial Bid): shall contain item wise amount with detailed break up of amount quoted.

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 complete the work at the accepted tender rates irrespective of the cost of the work.

Necessary work experience certificate issued by the competent authority not below the rank of Executive Engineer, indicating the name/items of work executed, date of commencement, date of completion and the total cost of work executed shall be enclosed to the tender. Tenders without these details are liable for disqualification

The bid shall be technically evaluated based on the specifications indicated in Section-5 titled Contract Data and Scope of work in bid document

During technical evaluation, if the employer finds that any certificates / information furnished is false, such bidders will be disqualified and barred from participation in the bid

If any bidder fails to satisfy the conditions mentioned above, such bids will be rejected and their financial bids will not be opened

For laying M.S. pipe line the contractor shall engage only those agencies who have done similar job

The Bidder shall be responsible for successful performance of the contract

The Bidder to participate in the tender under single bid basis only. Any violation will attract disqualification of the bid

The contractor/authorized signatory should attach his/her scanned signature to the Schedule-B before uploading and also submitting their tenders.

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

Further information can be had from the undersigned during office hours on telephone No: 0836-2955347

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 KPP-portal of all modifications /corrections if any.

The intending bidders should note that, if any of lands either in part/ parts or in whole required for the work is not acquired by the Nigam, it shall be the responsibility of the bidder to take the possession of such land and start the work by obtaining consent of the land owners before commencement of work at no extra cost to the Nigam and no claim / delays whatsoever relating to on account of non-availability of land would be entertained

If the percentage quoted by the contractor for the work is below ninety percent of the updated recast estimated amount put to tender, then the contractor shall furnish an additional performance security in the form of Bank Guarantee for an amount equivalent to the difference between the cost as per quoted percentage and 90% of the updated cost put to tender. In case of contractor quoting above 125% of updated cost put to tender, then the over and above 125% of the updated cost put to tender will be withheld during the progress of work. The additional performance will be released proportionately to the bill amount till the contractor achieves progress of the entire cost of the work as per agreement. The withheld amount in the later case will be released only after entire work contracted is fully completed and so certified by the Executive Engineer. (If BG submitted while issuing fresh BG or extending any existing BG, claim period of a minimum one year from the date of expiry of validity period of BG is to be specified invariably)

They should abide by the directions of Government towards recovery of 1% (or as modified by the Government from time to time) Cess from the contractors bill under the provisions of building and other constructions worker welfare cess Act 1996

The intending bidders are advised to visit the site of work, make themselves familiar with local situation about the availability of construction materials, work men, land required for construction activities, etc

The contractor is responsible for any damages due to natural calamity the government or Nigam will not give any compensation for until the completion of maintenance period

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

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

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

All materials like steel, cement, MS pipe etc., required for successful completion of the above work should be procured by the contractor only. No supply of any materials shall be made by KNNL

The bidder/firm/company shall send the authorization letter for their representation duly attending their signature

Defect liability period for this work is 12 months from the date of completion of work.

The bidder/firm/company shall adhere to 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 bidder/firm/company

The amount put to tender is exclusive of GST. GST will be paid to the tendered amount separately as per prevailing rates. The contractor shall quote the rates excluding GST

Debarment of tenderers: The procurement entity may debar tenderer for a period not exceeding3 years from participation in its tenders following such procedures as may be prescribed on the ground that tenderer is engaged in corrupt or fraudulent practices in competing or executing the contract including misleading the procuring entity or any stage of procurement activity with a fraudulent intention. ( KTPP Act 26A).

As per GO FD 5 EXP -12 / 2023 dated 15.05.2023, the contractor shall be abide to provide e- Bank Guarantee towards Security Deposits

Royalty as per Govt. notification No.CI-MMN/202/2023, Bangalore Dated: 24-01-2025 issued by department of Mines and geology, Government of Karnataka and the subsequent government notification shall be paid by the contractor by the deduction from his bills. The contractor shall produce the Material Dispatch Receipt (MDR) from department of Mines and Geology for exemption

Any excess, irregular, or inadmissible payment detected at any stage whether during execution or after completion of the contract arising out of audit objections, financial scrutiny, or any form of review, shall be fully recoverable from the Contractor without any limitation of time or amount. Such recoveries may be effected from any pending or future bills, security deposits, performance guarantees, or any other sums due or becoming due to the Contractor under this or any other contract with the Employer. The Contractor shall have no right whatsoever to dispute, withhold, or seek exemption, compensation, or relief in respect of such recoveries, and the decision of the Employer in this regard shall be final and binding

Other terms and conditions as per Bid document & Tender Notification

Copy of Valid ESI Registration Certificate with recently paid challan copy.

Technical Criteria

Past Experience

Work Done Certificate

Capabilities of Vendor

A copy of valid KPWD Class-II and above Registration Certificate

PWD Registration Certificate (Class I/II/III/IV)

Copy of Valid Employees Provident Fund Registration Certificate with recently paid challan copy

Valid EPF Certificate

Copy of Valid GST Registration Certificate & PAN card

GST Registration

Availability by owning 50% of the required/specified flowing key and critical equipment for this work and the remaining 50% can be deployed on lease/hire basis for all works provided, the relevant documents (Commitment agreements etc.) for availability for the work are furnished (Documents to be scanned and enclosed) The intending bidder/firm/company should furnish details of ownership/ lease certificate of the following minimum requirement of machineries. 1. Excavator, own-1, hire/lease-1, 2. Tipper own-1, hire/lease-1, 3. Concrete Mixer, own-1, hire/lease-1

Others -- Relevant documents

Copy of Valid ESI Registration Certificate with recently paid challan copy.

Valid ESI certificate

Financial Status

Copy of Income tax return filed for the financial year 2025-26 (Assessment year 2026-27)

ITR Filed Copy (Mentioning PAN)

Audited CA Certificate of Annual Turnover

Line of Credit

Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value Rs 478.64 i.e Lakhs. The available tender capacity will be calculated as under- Assessed available tender capacity is (AxNx1.5 - B), Where, A is Maximum value of civil engineering works executed in any one year during the last five years (updated to 2026-27 price level) taking into account the completed as well as works in progress. N is Number of years prescribed for completion of the works for which tenders are invited. B is Value, at 2026-27 price level, of existing commitments and on-going works to be completed during the period of completion of the works for which Tenders are invited.

Others -- Relevant Document

Others

The contractor has to upload scanned copy of the EMD paid through KPP- portal.

Others -- Relevant Documents

The scanned signature of the bidder /authorized representatives of the bidder shall be attached while uploading the bid document

Others -- Relevant Document

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

Others -- Relevant Documents

Fee & Financial Details

Tender Fee Amount

₹5,000

EMD Fee Amount

₹6.1 L

Important Dates

Last Activity

7 Sept 2026

Published

7 Sept 2026

Bid Opening

19 Sept 2026

Download Ends

11 Sept 2026

Pre-Bid Meeting

11 Sept 2026

BOQ Preview

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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. (iii) By Mechanical means using Motor Grader A. In area of light jungle(SR Item No.2.5 (MoRT&H Spec 201), Page 9 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2023-24_ Common SOR)

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Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. In all Kind of soils depth upto 1.5m complete and as directed by the Engineer-in-charge.(SR Item No. 1.17.1, Page 10 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24_Common SOR ) 24_Common SOR )

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Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Ordinary / soft rock (without requiring blasting)depth upto 1.5m and as directed by the Engineer-in-charge.(SR Item No. 1.19.1, Page 10 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24_Common SOR ) 24_Common SOR )

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Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Ordinary / soft rock (without requiring blasting)depth upto 1.5m , but not exceeding 3m. as directed by the Engineer-in-charge.(SR Item No. 1.19.2, Page 10 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24_Common SOR ) 24_Common SOR )

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Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) raising main pipe of specified diameter and plate thickness provided with flanges / outlets wherever required for connecting to manifold system /for fixing valves and provided with 2 coat of 60 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface including cost of all materials,machinery, labour,cutting, bending, welding, finishing, curing, conveying to spot, lowering, aligning, jointing, arranging water for testing, hydraulic testing at manufacturing site and after laying and jointing at specified test pressure & all necessary works complete as per specifications and approved drawings.Basic Cost of MS Plate is considered as Rs.71,700.00 per MT. Diameter of raising main pipe 598.4mm Thickness of plate 5.80mm. (SR item No.7.24, page no.96 of WRD,MI& KPCL Vol-4 of uniform sr 2023-24, Baic rate as per 1st quarter issue rate 2026-27 w.e.f27.05.2026)

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Providing and applying pipe coating of fibres,coal tarand solvent based rubberbmodified bituminous primer of density 0.92 gms/cum and viscosity of 1000-2000 cps @150gms/sqm followed by seven layers (4mm thick) of polythene polymerised bitumen and polyster of local 7 layers pipe coat 4mm should conform to requirement of IS-10221 and AWWA -203 for prefabricated tapes including covering cost on pipe coating. Rates shall include cost of maerial coating and wrapping over the pipes, handling charges, preparation of pipe surface, all labour, material,ec complete as directed by engineer in charge. Note: Pipe coating is to e done at laying work site only (SR Item No.19, page 189 of Maharastra SR of section-I (XVI): M S pipe laying for 2023-24

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Manufacturing, providing, transporting, rolling, lowering, laying, jointing & testing and commissioning of MS specials of minimum 8mm thick such as bends, tail pieces, reduces etc. conforming to IS-7322:1985 with latest amendments and including perfect linking and welding of joints to correct position includng cost and conveyance of materials with all lead and lifts, cost all labour and giving satisfactory hydraulic test as per IS:3589:2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications with inside lining two coat of food grade epoxy painting of approved make with each coat of 250 micron thick (after dry) over one coat of food grade epoxy primer of approved make with minium of 50 micron thick (after dry) and outside 25mm thick coating in CM 1:3 by providing 50x50mm weld mesh including loading and unloading of the pipes for the following category to suit PSC / MS / CI / AC / DI / PVC pipes. The weight of MS shell only by considered before lining and coating for arriving at the rate. The thickness of plate will be specified by the engineer. (SR Item No.5.37.1, page 71 of BWSSB,KUWSDB & RWS Vol-5 for 2023-24_Common SOR)(Contractor will make his own arrangements for procuring water for testing)

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Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering Including cost of all labour complete as per specifications complete with all leads and lifts as directed by Engineer - in - Charge.(SR Item No.1.10, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24_Common SR)

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Providing and fixing 200 x 200 x 750 mm roughly dressed boundary /demarcation / chainage/ arrow stones including cost of all materials,labour, engraving marks, excavating pit, fixing in position, murum filling etc., complete with lead upto 50 m and all lifts.(SR Item No.8.7, Page 89 of WRD Specific Items as part of Vol-IV of Uniform Common SR 2023-24_Common SOR)

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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.(SR Item No.8.16 (ii) (MoRT&H Spec 805), Page 57 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2023-24-Common SOR)

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Supply and fixing of DI Double flanged wafer type ( Concentric) / double eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft shall be of stainless steel AISI 410/431/420 and renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling of hole in the valves shall match with the pipe flange drilling standard, the valves are to be suitabale for buried operaion with the gear box sealed and lubricated for life time operation.. a)600 mm dia PN 10 Butterfly Valve (SR Item No.2.42.8, Page 30 of BWSSB,KUWSDB & RWS Vol-5 for 2023-24_Common SOR)

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Supply and fixing of Single / Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation etc. complete (SR Item No.2.35.3, Page 28 of BWSSB, KUWSDB & RWS Vol-5 for 2023-24_Common SOR)

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Supplying, fixing and commissioning C.I Scour valve (sluice valve) of approved make bodyand seat ring of bronze PN 1.0 conforming to IS: 14846 of specified diameter and to withstand specified pressure with all accessoreis true to line and perfect linkingwith pipes on either side including loading, unloading, lifting and placing in position, cleaning ends, inserting gaskets into correct position, jointing pipes and valve to form water tight joint, cost of all jointing materials, machinery, labour and all other ancillary operations complete. 100mm diameter valve with accessorries. (SR Item No.8.36.1, Page 107 of WRD,MI&GWDD ,KPCL Vol-4 for 2023-24_Common SOR)

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Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately.II. By Mechanical Means (SR Item No 2.18 (MoRT&H Spec 202), page 12 of PWD (C&B),NH & PRED- Roads & Bridges Vol-3 for 2023-24_Common SOR A. Bituminous course

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Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24_Common SR)

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Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24_Common SR)

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Form Work for 2.4.4 Item

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Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24_Common SOR)

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Form Work for 2.4.3 Item

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Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24_Common SOR)

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Form Work for 2.4.2 Item

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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 from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.1, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24_Common SOR)

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Form Work for 2.4.1 Item

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Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcemen including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing andtechnical specification (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24_Common SR)

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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.(SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24_Common SOR)

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Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with alllifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(SR Item No.1.8, Page 7 of Common SR Specific Items as part of Vol-I of Common SOR for 2023-24)

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Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line 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. For dia 1000mm of Casing Pipe (SR Item No.16.3.11, Page 188 of BWSSB, KUWSDB & RWS Vol-5 for 2023-24_Common SOR)

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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (SR Item No 3.6 (MoRT&H Spec 305), page 17 of PWD (C&B),NH & PRED- Roads & Bridges Vol-3 for 2023-24_Common SOR

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Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(SR Item 4.2 (v) , Ref. to MoRT&H Spec. 401, Page No 23, of Roads & Bridges SR Vol-3 for 2023-24_Common SOR)

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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(SR Item No.4.17 (MoRT&H Spec 406 ), Page 26 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2023-24_Common SOR)

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Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.Prime Coat over WMM/WBM (SR Item 5.1 (i) , Ref. to MoRT&H Spec. 502, Page No 31, of Roads & Bridges SR Vol-3 for 2023-24_Common SOR)

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Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.(SR Item No 5.10 (MoRT&H Spec 505A(A)), page 33 of PWD (C&B),NH & PRED- Roads & Bridges Vol-3 for 2023-24_Common SOR)

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Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom.Tack coat on Bituminous surface (SR Item 5.3 (i) , Ref. to MoRT&H Spec. 503, Page No 31, of Roads & Bridges SR Vol-3 for 2023-24_Common SOR)

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Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.(SR Item No.5.16 (MoRT&H Spec 507B(C)), Page 38 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2023-24_ Common SOR)

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Providing and laying in-situ vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all lead and lifts.(SR Item No.2.13, Page 39 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24_Common SOR)

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Providing and constructing protective railing consisting of cast in-situ railing posts of size 150 x 150 mm at bottom, 100 x 100 mm at top and 750 mm height, placed approximately at 2 m centre to centre in M-20 (28 days cube compressive strength not less than 20 N / sq mm) grade cement concrete using 20 mm down approved clean, hard, graded aggregates with each post reinforced by 4 numbers 8 mm dia.main bars embedded in kerb concrete for 400 mm depth and 5 numbers 6 mm dia. stirrups and fixing 3 rows of 40 mm dia. GI pipes with two coats of synthetic enamel painting over a coat of red oxide primer paint includingcost of all materials, machinery, labour, formwork, supports, fabricating and placing reinforcement bars, batching, mixing, placing in position, compacting, finishing, curing and all other ancillary operations complete.(SR Item No.4.12, Page 61 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24_Common SOR)

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Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(SR Item No.8.28, Page 45 of PWD (C&B) - Buildings Vol-2 for 2023-24_Common SOR)

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Providing and constructing 450 mm thick 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 etc.,complete with all lead and all lifts. If 150 mm thick murum bed is to be provided below pitching add (SR Item No.3.42, Page 54 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24_Common SOR)

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Valveman/Waterman (SR Item No.IV.7,page 25of WRD ,MI &GWDD, KPcL Vol-4 uniform SR 2023-24)

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Watchman (SR Item No.IV.7,page 25of WRD ,MI &GWDD, KPcL Vol-4 uniform SR 2023-24)

Documents

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NIT Documents

Royalty MDP.pdf

Others - Royalty • 2.14 MB

Motitalab TFS_Vol-II_Drawings.pdf

Others - Drawings • 6.54 MB

bankers certificate.pdf

Others - Bankers certificate • 0.71 MB

schedule B.xlsx

Others - Schedule B • 0.02 MB

Debarment circular.pdf

Others - Debarment • 0.60 MB

MDP 180726.pdf

Others - MDP • 0.07 MB

Tender Standard Bid Document dated on 30.pdf

Others - Standard bid document KNNL • 6.58 MB

E- Bank Guarantee Reg_0001_Pg_583_5_8.pdf

Others - E-BG • 1.06 MB

GST.pdf

Others - GST • 0.12 MB

DTP_Motitalab TFS Final1.docx

Tender Document • 22.56 MB

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