Karnataka

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Works

Irrigation and Other Works

Reconstruction and Repairs to Pipe outlet, gates, canal crossing bridge, aqueduct, canal drop and under tunnel structure of left bank canal of HBP, Hagaribommanahalli taluk

Karnataka Neeravari Nigam Limited

KNNL Division TR Div No 1 Munirabad | MUNIRABAD, Karnataka

Amount: ₹84.6 LCloses: 29 Jun 2026

Tender Value

₹84.6 L

EMD Value

₹1.7 L

Closing Date

29 Jun 2026, 9:30 pm

Tender Inviting Organisation

Name

Karnataka Neeravari Nigam Limited

Work Description

Reconstruction and Repairs to Pipe outlet, gates, canal crossing bridge, aqueduct, canal drop and under tunnel structure of left bank canal of HBP, Hagaribommanahalli taluk

Tender Information

Tender ID

290605

Reference Number

KNNL/2025-26/IW/WORK_INDENT3632/CALL-2

Tender Type

Open

Product Category

Irrigation and Other Works

Location

KNNL Division TR Div No 1 Munirabad

Source Website

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Documents Required

9 documents required · 9 mandatory

Technical Bid

RequiredContractors Registration certificate enrolled under KPWD class-III and above contractor license also Active in the period

RequiredCopy of the Income tax returns ITR-V 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 90percent of contract value as a prime contractor at least one similar nature of the work such as Reconstruction, Repairs/Improvements to irrigation structures such as bridges aqueducts POS, for Canal etc of value not less than 50Percent of the Amount put to tender i.e., for Rs. 49.90 Lakhs

RequiredThe intending bidder should have achieved in at least two financial years, the minimum financial turnover shall not be less than the Amount put to tender for the work tendered Rs.99.81 Lakhs

RequiredThe Quantities required for this work, for which contractor has executed the quantity in any one year of the last five years 2020-21 to 2024-25 and An additional weightage of 10percent each year will be added in previous years to bring it to 2025-26. 1.Steel-11.08 Tonne 2.RCC 363.89 Cum 3.Gate Fabrication 3.51 Tonne 4.Guniting 199.68 Sqm

RequiredLiquid assets and availability of credit facilities of not less than Rs. 29.95 lakhs

RequiredAssessed available tender capacity AxNx2.5-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

If the percentage quoted by contractor for the work is below Ninety percent (90%) of the amount put to tender (updated cost as per CSR) then the successful 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 Ninety percent (90%) of the amount put to tender (updated cost as per CSR) before executing the agreement. In case of contractor quoting the percentage above One Hundred and ten percent (125%) of the amount put to tender (updated cost as per CSR) then the amount over and above One Hundred and Ten percent (125%) of the amount put to tender (updated cost as per CSR) will be withheld during the progress of work. The additional performance security furnished in the former case/with held amount in the later case will be released only after the entire work entrusted is fully completed and so certified by the Executive Engineer

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

Tendering by the joint venture will not be allowed

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

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 Quantities required for this work, for which contractor has executed the quantity in any one year of the last five years (2021-22 to 2025-26) and An additional weightage of 10% each year will be added in previous years to bring it to 2026-27. 1) Steel-11.08 Tonne 2) RCC 363.89 Cum 3) Gate Fabrication 3.51 Tonne 4) Guniting 199.68 Sqm

Work Done Certificate

The intending bidder should have satisfactorily completed (not less than 90% of contract value) as a prime contractor at least one similar nature of the work such as Reconstruction, Repairs/Improvements to irrigation structures such as bridges aqueducts POS, for Canal etc) of value not less than 50% of the Amount put to tender i.e., for Rs. 49.90 Lakhs during previous five years (2021-22 to 2025-26). Certificates should be obtained from the Officer not below the rank of Executive Engineer and countersigned by Executive Engineer of the concerned circle shall be furnished. An additional weightage of 10% each year will be added to the cost of the work done in previous years to bring it to 2026-27.

Work Done Certificate

Capabilities of Vendor

Contractors Registration certificate enrolled under KPWD class-III and 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

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)

The intending bidder should have achieved in at least two financial years, the minimum financial turnover shall not be less than the Amount put to tender for the work tendered Rs.99.81 Lakhs (Calculated as per Govt circular PWD.60.CRM.2021 Dated. 08/11/2021) during last five years i.e. from 2021-22 to 2025-26. Copies of Income Tax returns filed for the years indicated above should be furnished duly mentioning UDIN Number. An additional weightage of 10% each year will be added to the cost of the annual turnover in previous years to bring it to 2026-27

Audited CA Certificate of Annual Turnover

Liquid assets and availability of credit facilities of not less than Rs. 29.95 lakhs

Line of Credit

Others

Assessed available tender capacity (AxNx2.5-B)

Others -- BID CAPACITY

Fee & Financial Details

Tender Fee Amount

₹2,120

EMD Fee Amount

₹1.7 L

Important Dates

Last Activity

1 Jun 2026

Published

1 Jun 2026

Bid Opening

30 Jun 2026

Download Ends

15 Jun 2026

Pre-Bid Meeting

15 Jun 2026

BOQ Preview

•

NAME OF WORK:- Reconstruction and Repairs to Pipe outlet, gates, canal crossing bridge, aqueduct, canal drop and under tunnel structure of right and left bank canal of HBP, Hagaribommanahalli taluk

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It.No Item of work UNIT QUANTITY RATE AMOUNT

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1 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead (iv) Dismantling Stone Masonry with cement motor Cum 144.00 640.50 92232.00 92232 0.00

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2 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. (1.4.1 In all kinds of soils Depth upto 1.5 m) Cum 546.48 254.10 138860.57 437.184 138423.38

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3 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 46.08 6288.45 289771.78 289771.776 0.00

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4 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 f. Canal & Allied Works Tonnes 13.85 94510.50 1308970.43 11.08 1308959.35

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5 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 Cum 454.86 7170.28 3261473.56 363.888 3261109.67

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6 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 Cum 437.89 497.70 217937.85 350.312 217587.54

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7 Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift service gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, lifting brackets, guide rollers, ballast blocks, teflon claded rubber seals with all accessories for river sluice /canal sluice vent including cost of all materials,machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats cold applied coal tar epoxy paint, seal fixing and all other ancillary operations complete as per specifications and approved drawings. Tonnes 4.39 142138.5 623988.02 3.512 623984.50

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8a) Supplying 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 special 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 300 mm dia. M 144.00 1398.60 201398.40 201398.4 0.00

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8b) Supplying 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 special 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 PO Pipes 450MM dia M 25.00 2470.65 61766.25 61766.25 0.00

•

8c) Supplying 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 special 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 PO Pipes 1000 MM dia M 144.00 5746.65 827517.60 827517.6 0.00

•

9 Providing and constructing dry size stone pitching using 200 to 250 mm size stones 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 into joints, finishing and all other ancillary operations complete. Sqm 1630.00 407.4 664062.00 664062 0.00

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10 Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1630.00 349.7 569929.50 569929.5 0.00

•

11 Providing guniting in cement mortar including cost of all materials machinery, labour, mixing, laying,finishing, curing etc., complete with all leads and lifts. (For Dam and Allied works) A) Using cement mortar 1:3 proportion by weight i) 25mm thick Sqm 249.60 802.2 200229.12 199.68 200029.44

•

Misselaneous and round off 19398.26 4229068.5339

•

Grand Total Rs. 10000000.00

•

Section Officer Executive Engineer, KNNL, No. 1 T .R. Division, Munirabad. 0.00

•

NAME OF WORK:- Reconstruction and Repairs to Pipe outlet, gates, canal crossing bridge, aqueduct, canal drop and under tunnel structure of right and left bank canal of HBP, Hagaribommanahalli taluk

•

It. No Item of work UNIT QUANTITY RATE AMOUNT

•

2 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. as directed by site engineer in charge of the work. Cum 546.48 254.10 138860.57 138860.568 0.00

•

3 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.complete as directed by site engineer in charge of the work. Cum 46.08 6288.45 289771.78 289771.776 0.00

•

5 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 as directed by site engineer in charge of the work. Cum 454.86 7170.28 3261473.56 3261473.5608 0.00

•

6 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 as directed by site engineer in charge of the work. Cum 437.89 497.70 217937.85 217937.853 0.00

•

7 Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift service gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, lifting brackets, guide rollers, ballast blocks, teflon claded rubber seals with all accessories for river sluice /canal sluice vent including cost of all materials,machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats cold applied coal tar epoxy paint, seal fixing and all other ancillary operations complete as directed by site engineer in charge of the work. Tonnes 4.39 142138.5 623988.02 Gate fabrication #VALUE!

•

8a) Supplying 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 special 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 as directed by site engineer in charge of the work. Before the execution of the work, the contractor shall carry out the survey.RCC NP3 Class pipe of 300 mm dia. M 144.00 1398.60 201398.40 201398.4 0.00

•

8b) Supplying 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 special 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 as directed by site engineer in charge of the work. Before the execution of the work, the contractor shall carry out the survey.RCC NP3 Class pipe of PO Pipes 450MM dia M 25.00 2470.65 61766.25 61766.25 0.00

•

8c) Supplying 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 special 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. complete as directed by site engineer in charge of the work. Before the execution of the work, the contractor shall carry out the survey.RCC NP3 Class pipe of PO Pipes 1000 MM dia M 144.00 5746.65 827517.60 827517.6 0.00

•

10 Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as directed by site engineer in charge of the work. Sqm 1630.00 349.7 569929.50 569929.5 0.00

•

11 Providing guniting in cement mortar including cost of all materials machinery, labour, mixing, laying,finishing, curing etc., complete with all leads and lifts. complete as directed by site engineer in charge of the work. (For Dam and Allied works) A) Using cement mortar 1:3 proportion by weight i) 25mm thick Sqm 249.60 802.2 200229.12 200229.12 0.00

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Grand Total Rs. 9980601.74

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

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Contracotr No of Correction Executive Engineer

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

Documents

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NIT Documents

Tender Notification - Call-2.docx

Others - TENDER NOTIFICATION • 0.06 MB

Schedule B HB Halli pipe outlet 100 CR.xlsx

Others - SCHEDULE B • 0.05 MB

KW-3 HB HALLI PIPEOUTLET 100 Lak.docx

Tender Document • 0.78 MB

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Reconstruction and Repairs to Pipe outlet, gates, canal crossing bridge, aqueduct, canal drop and under tunnel structure of left bank canal of HBP, Hagaribommanahalli taluk

Market Intelligence

Tender Inviting Organisation

Work Description

Tender Information

Documents Required

Eligibility Criteria

Technical Criteria

Fee & Financial Details

Important Dates

BOQ Preview

Documents

NIT Documents

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