Karnataka

To Be Opened

Works

Other Works

Construction of 3 Aquaducts and adjoining bridges inbetween Ch 3.00km to 7.00km of Left Bank Canal of Narihalla dam in sandur taluk

Karnataka Neeravari Nigam Limited

KNNL Division TR Div No 1 Munirabad | MUNIRABAD, Karnataka

Amount: ₹4.2 CrCloses: 15 May 2026Closed

Timeline

Published30 Apr 2026
Pre-Bid Meeting11 May 2026
Closed15 May 2026
Bid Opening16 May 2026

Tender Value

₹4.2 Cr

EMD Value

₹6.3 L

Closing Date

15 May 2026, 9:30 pmClosed

Tender Inviting Authority

Office Inviting Bids

Karnataka Neeravari Nigam Limited

Contact Person

EXECUTIVE ENGINEER

Office Number

Work Description

Construction of 3 Aquaducts and adjoining bridges inbetween Ch 3.00km to 7.00km of Left Bank Canal of Narihalla dam in sandur taluk

Tender Information

Tender ID

KNNL/2026-27/OW/WORK_INDENT4353

Reference Number

KNNL/2026-27/OW/WORK_INDENT4353

Tender Type

Open

Product Category

Other Works

Form of Contract

Two Tender Document System(Two Cover)

Location

KNNL Division TR Div No 1 Munirabad

Source Website

Subscribe to view

Documents Required

10 documents required · 10 mandatory

Technical Bid

RequiredContractors Registration certificate enrolled under KPWD Class II or above contractor license also Active in the period

RequiredCopy of the Income tax returns ITR filed for the Financial year 2024-25 mentioning PAN number Assessment Year 2025-26

RequiredEmployees provident fund EPF registration certificate

RequiredValid copy of GST Registration Certificate

RequiredThe intending bidder should have satisfactorily completed not less than 90 percent of contract value, at least one similar nature of work such as Providing CC Lining of value not less than Rs.248.97 Lakhs during the last five years.

RequiredThe annual turnover from all classes of civil engineering works should be costing not less than i.e for Rs.995.86 Lakhs in any of the Two financial years during the last five years

RequiredLiquid asset and/or availability of credit facilities of not less than for Rs.149.38 Lakhs

RequiredThe intending bidder should have executed in any one financial year the following minimum quantities of work. 1. Earth Work excavation 2927.84 Cum 2. Embankment/Gravel 2529.01 Cum. 3. RCC M-15 & above 1446.77 Cum. 4. Steel TMT Bar 199.28 Tonne.

RequiredAvailability by owning the following key & critical Equipment for this work Excavator Own 1 Hire 1 Concrete Mixture Own 1 Hire 1 Water Tanker Own 1 Hire 1 Vibratory roller Own 01 & Hire 01

RequiredBid Capacity Assessed available tender capacity AxNx1.5-B

Eligibility Criteria

Tenders from Joint ventures are not acceptable.

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

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

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

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

The intending bidders are advised to visit the site of work before submission of the tenders

Within 20 days of receipt of the Letter of Acceptance, the successful Tenderer shall deliver to the employer as security deposit in any form given below for an amount equivalent to (as per FD 456 EXP/12/2022 Banglore Dated: 10-08-2022) (beyond 31.03.2023) 5% of the contract price plus additional security for unbalanced tender in accordance with clause 25.5 of ITT Clause 44 of the condition of the contract. However in case of reservation tender Security deposit is payable shall be deducted in every running bill and in case of 1& final bill the entire security deposit will be deducted from the final bill

The necessary certificates / documents in support of eligibility criteria fulfilled as stipulated shall be scanned and attached to e-tender document. The Original certificates/documents shall be produced on or before stipulated date and time for verification. Scanned signature of the bidder/authorized representative of the bidder shall be attached while uploading bid document

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

The Technical bid will be opened first and there after the financial bids of those qualified in technical bid will be assessed on payment of tender processing fee. The financial bid will be opened subjected to the conditions that Electronic EMD payment is confirmed in the E-tender portal

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 web site for all modifications/corrections if any

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

The contractor should mention their recent correct postal address and e-mail address in the declaration form

Incomplete tender documents will be rejected

All materials like steel, cement etc., required for the above work should be procured by the contractor only at his own cost. And these materials will have to be got tested by the competent authority before put to use

The contractors shall send the authorization letter for their representatives duly attesting their signature

Maintenance period or the defect liability period for this work is 12 months from the date of completion of work

As per the Karnataka building and other construction workers welfare cess act 1996, 1% of the bill amount will be deducted from the bills

Tenders will be opened on the due date in presence of the contractor or their Authorized representatives

The payment of bills of this work will be made as and when the letter of credit is received under the same head of account from KNNL/Government of Karnataka

The contractors should adhere to the accepted action plan submitted by him under any circumstances without linking to the pending bill payment of the work

Typo-graphical errors if any will not be the ground for any claims by the Contractor

The contractor should furnish the name of the individual /firm with address and Telephone numbers with place of registration, year of incorporation etc

The tender processing charges paid by the bidders are not refundable even if the tenders are cancelled

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

The tenderer has to make his own arrangement for procurement of all materials required for the work. There is no departmental supply of materials. Contractor should procure only ISI mark materials and submit necessary quality control certificates from the authorized quality control authority, before execution

Sub leasing of work in any form is prohibited

Electrical work should be got done through registered electrical contractor

No quarries are approved by KNNL for materials. The quarries considered are for the estimate purpose only. The intending bidders shall visit the site, identify the quarries, ascertain availability for the quantity and quality of the materials required for the work and shall quote his rates accordingly. No extra claim whatsoever will be entertained in this regard

The rates includes all leads and lifts and work shall be carried out as per the instruction of Engineer-in-charge .All specifications are as per relevant IS codes in vogue and Indian Road Congress. The rates for the specification in the Schedule -B includes all lead and lifts irrespective of the distance and height, no extra claim will be entertained for additional lead and lifts

If Nigam wishes to engage third party inspecting agency for the said work, apart from the Quality control authorities and field tests of Nigam, the contractor should co-operate with the third party and quality control authorities

The validity period of EMD shall be for a minimum period of 225 days from the date of opening of the tenders

EMD of the unsuccessful bidders will be refunded only after the acceptance of tenders by the competent authority (clause 21 of the Formal Tender Notice).

EMD amount and Amount put to tender will be as mentioned in the e-portal.

The contractor shall make his own land arrangements for depositing the excavated stuff.

Quarries and Barrow areas:- All materials for construction which are not available from the excavation shall be obtained from the quarries and borrow areas which shall be got approved from the Engineer. The Government will not make available and quarry or borrow area. The contractor shall himself explore the quarries and borrow areas required for the work and quote his rate for finished items of work for Bill of quantities accordingly with all leads and lifts. The leads considered in the sanctioned estimate are for the estimate purpose and shall be not be takes as the actual leads for materials during execution. No claims what so ever shall be made or entertained for any extra leads over and above the leads considered in the estimate, no claim of any compensations shall be due to the contractor on any account whatsoever, such as the quarries and barrow areas considered in the estimates being found unsuitable or inadequate in yield, the haulage routs reckoned being found unsuitable, the lead reckoned being found incorrect, the land owners obstructing the procurement and conveyance etc,. The government does not undertake to acquire land for the quarries barrow areas. It is responsibility of the contractor to negotiate with the land owners and acquire the land to himself, either permanently or temporarily and procure required materials. If the quarries/ borrow area do not give sufficient quantity of material, contractor shall make his own arrangements for additional quarries/ borrow areas with the approval of the engineer and bear the cost of investigations all leads and lifts, cost of land etc,. at his own expanses without claim for any payment over and above his tender rates. Departmental investigation of the quarries borrows areas, on the basis of which the departmental estimates of cost are repaired have been made with the intention of having the most economical leads for the construction of work. If at any time after the entrustment of work, the departments finds quarries and borrow areas affording more economical leads and obtains position of such lands the departments reserves the right to order the contractor to bring the materials from such quarries and borrow areas and to reduce his rates in consequence thereof. In all such cases, whether the contractor compliance with the orders are not, the rates of concerned item of work in bill of quantities will be reduce for the quantities executed after two weeks from he date of communication of the order by an amount corresponding to the difference in the lead charges computed on the basis of the departmental schedule of rates adopted for preparing the comparative statement at the time of the acceptance of tender plus or minus percentage above or below in the original tender rates for that particular item of works.

Further information can be had from the office of the Executive Engineer, Office of the Executive Engineer, KNNL No-01, T R Division, Munirabad during office hours. Contact e-mail id:trdmrb at gmail.com

Technical Criteria

General

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

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

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

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

List of Financial Resources with Certificates

Past Experience

The intending bidder should have satisfactorily completed (not less than 90% of contract value), at least one similar nature of work such as Construction of Aqueduct / Bridges during the last five years. work value not less than 50%, of Rs. 248.97 Lakhs from (2021-22 to 2025-26). The work done certificate should be obtained duly signed from an officer not below the rank of Executive Engineer of the concerned division. The cost of the work executed in the previous years shall be updated to 2025-26 at 10% per annum

Work Done Certificate

The intending bidder should have executed in any one financial year the following minimum quantities of work (usually 80% of the peak annual rate of construction) during the last five years (2021-22 to 2025-26). The work done certificate should be obtained duly signed from an officer not below the rank of Executive Engineer. 1. Earth Work excavation 2927.84 Cum 2. Embankment/Gravel 2529.01 Cum. 3. RCC M-15 & above 1446.77 Cum. 4. Steel (TMT Bar) 199.28 Tonne

Work Done Certificate

Capabilities of Vendor

Contractors Registration certificate enrolled under KPWD Class II or above contractor license also Active in the period

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

Employees provident fund EPF registration certificate

Valid EPF Certificate

Valid copy of GST Registration Certificate

GST Registration

Availability by owning the following key & critical Equipment for this work 1) Excavator Own 01 & Hire 01. 2) Vibratory roller Own 01 & Hire 01. 3) Concrete mixer Own 01 & Hire 01 4) Water tank Own 01 & Hire 01

Others -- EQUIPMENTS

Financial Status

Copy of the Income tax returns ITR-V filed for the Financial year 2024-25 mentioning PAN number Assessment Year 2025-26

ITR Filed Copy (Mentioning PAN)

Liquid asset and/or availability of credit facilities of not less than for Rs.149.38 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 in prescribed format

Line of Credit

The annual turnover from all classes of civil engineering works should be costing not less than i.e in any of the Two financial years during the last five years Rs. 995.86 Lakhs from (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 Pervious Year shall be updated to 2025-26 at 10% per annum. Details as shown below

Audited CA Certificate of Annual Turnover

Others

Bid Capacity Assessed available tender capacity AxNx1.5-B

Others -- Bid Capacity

Fee & Financial Details

Tender Fee Amount

₹5,000

EMD Fee Amount

₹6.3 L

Important Dates

Last Activity

30 Apr 2026

Published

30 Apr 2026

Bid Opening

16 May 2026

Download Ends

11 May 2026

Pre-Bid Meeting

11 May 2026

BOQ Preview

•

NAME OF THE WORK: Construction of 3 Aquaduct's and adjoining bridges inbetween Ch 3.00km to 7.00km of Left Bank Canal of Narihalla dam in sandur taluk.

•

It.No Item of work Unit Qty Rate Amount

•

1 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area complete as per direction of Engineer-in-charge. Cum 120.96 2547.30 308121.41

•

2 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin- charge. In cement mortar complete as per direction of Engineer-in-charge. Cum 178.20 1768.20 315093.24

•

3 Cutting and burning or disposing off Apu / Jondu from marshy areas as directed with all other ancillary operations complete. complete as per direction of Engineer-in-charge. Sqm 1536.00 9.87 15160.32

•

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 In all kinds of soils Depth upto 3 m complete as per direction of Engineer-in-charge. Cum 2133.72 107.10 228521.41 1706.976

•

5 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 In all kinds of soils Depth 3 m to 6 m complete as per direction of Engineer-in-charge. Cum 611.63 122.85 75138.75 489.304

•

6 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 In ordinary/soft rock without blasting upto 1.5 m depth complete as per direction of Engineer-in-charge. Cum 914.45 381.15 348542.62 731.56

•

7 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates complete as per direction of Engineer-in-charge. Cum 162.35 6213.90 1008826.67

•

8 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Foundation, Sub structure of Cross drainages complete as per direction of Engineer-in-charge. Cum 201.42 7305.17 1471407.34 161.136 M20 & above

•

9 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/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. The cost includes all lead & lifts, cost of all materials, 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.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Abutments & piers complete as per direction of Engineer-in-charge. Cum 183.13 7653.03 1401499.38 146.504 Total 1330

•

10 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. complete as per direction of Engineer-in-charge. Cum 1026.37 7185.15 7374622.41 821.096

•

11 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/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. The cost includes all lead & lifts, cost of all materials, 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.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Abutments & piers complete as per direction of Engineer-in-charge. Cum 148.82 7959.11 1184474.75 119.056

•

12 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/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. The cost includes all lead & lifts, cost of all materials, 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.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-RCC Beams, Lintels & Troughs of Aqueducts complete as per direction of Engineer-in-charge. Cum 101.40 11576.88 1173895.63 81.12

•

13 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- Canal & Allied Works complete as per direction of Engineer-in-charge. tonne 149.10 84819.00 12646512.90 119.28 Steel

•

14 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.Boulder Laid Dry Without Wire Crates. complete as per direction of Engineer-in-charge. Cum 285.73 2007.60 573631.55

•

15 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. complete as per direction of Engineer-in-charge. Cum 285.44 2810.85 802329.02

•

16 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A Granular material complete as per direction of Engineer-in-charge. Cum 303.87 1226.40 372666.17 243.096 Emb

•

17 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications complete as per direction of Engineer-in-charge. m 474.40 250.95 119050.68

•

18 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts 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. complete as per direction of Engineer-in-charge. Cum 95.01 497.70 47286.48 76.008 Emb

•

19 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.RCC NP3 Class pipe of 1000 mm dia. complete as per direction of Engineer-in-charge. Cum 336.00 1398.60 469929.60

•

20 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification complete as per direction of Engineer-in-charge. Cum 74.43 7063.35 525725.14

•

21 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) complete as per direction of Engineer-in-charge. Cum 111.64 11761.05 1313003.62

•

22 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) complete as per direction of Engineer-in-charge. Cum 27.91 13741.35 383521.08

•

23 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. complete as per direction of Engineer-in-charge. M 101.80 2173.50 221262.30

•

24 Providing new embankment to slopes of the existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer manually to meet required density 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 complete as per direction of Engineer-in-charge. Cum 3066.25 491.40 1506755.25 2453 Emb

•

25 procurement of quality red earth/soil and heap around pit (1x1x0.15mt) complete as per direction of Engineer-in-charge. 0.15m3 15331.25 76.01 1165328.31

•

26 Supply of inputs such as sand,FYM,Red earth in 1:3:6 ratio.mixing and spreading the mixture to 7.50cm thickness wherever required complete as per direction of Engineer-in-charge. 0.075m3 15331.25 114.35 1753128.44

•

27 Procurement of quality lawn grass-Mexican Grass-Dibbling & Turf complete as per direction of Engineer-in-charge. Sqm 15331.25 210.00 3219562.50

•

28 Labour Charges mixing Inputs as per prescribed proportion and quantity and spreading,applying fertilizers, digging, levelling,and dibbling with lawn grass at a spacing of 5cmx5cm & as per the direction of the Officer in charge of the work. complete as per direction of Engineer-in-charge. Sqm 15331.25 59.10 906076.88

•

29 WORK TO BE UNDER TAKEN DURING MAINTENANCE: Watering, Weeding, Sweeping, Lawn moving, Pruning of plants Transportation of plastic and other materials should be removed from the garden Upto 8000.0 m2 (2.0 Acres) complete as per direction of Engineer-in-charge. m2/month 15331.25 8.40 128782.50

•

30 Hunter pop sprinkler complete as per direction of Engineer-in-charge. no 165.00 3800.00 627000.00

•

31 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 63mm dia complete as per direction of Engineer-in-charge. m 1278.50 198.45 253718.33

•

32 Providing and laying insitu vibrated M-15 grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour,cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature, finishing side slopes, curing with all other ancillary operations complete. complete as per direction of Engineer-in-charge. Cum 14.27 8605.80 122804.77

•

33 Providing and laying insitu vibrated M-15 grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour,cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature, finishing side slopes, curing with all other ancillary operations complete. complete as per direction of Engineer-in-charge. Cum 21.41 6288.45 134635.71

•

I agree to carry out the above cited work at _______ % in words__________________________________ above/below the estimated Rate indicated in the Schedule-B.

•

Contracotr No of Correction Executive Engineer

•

No of over writings KNNL, No-1 T. R. Division

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

NIT Documents

Schedule B 3 acqua NHP 421L.xlsx

Others - SCHEDULE B • 0.02 MB

Bid Document 3 acqu NHP-.docx

Tender Document • 10.74 MB

Tender Notification 4701 - 3 Acquduct.docx

Others - TENDER NOTIFICATION • 0.06 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Karnataka

To Be Opened

Works

Other Works

Construction of 3 Aquaducts and adjoining bridges inbetween Ch 3.00km to 7.00km of Left Bank Canal of Narihalla dam in sandur taluk

Karnataka Neeravari Nigam Limited

KNNL Division TR Div No 1 Munirabad | MUNIRABAD, Karnataka

Amount: ₹4.2 CrCloses: 15 May 2026Closed

Timeline

Published30 Apr 2026
Pre-Bid Meeting11 May 2026
Closed15 May 2026
Bid Opening16 May 2026