Kerala

Financial BO

Works

Civil Works - Others

Rectification of the damaged portion of the second aqueduct Phase 1 Thudikkal

Irrigation Department

Vilayur | Palakkad, Kerala

Amount: ₹12.7 LCloses: 30 Jun 2026Closed

Timeline

Published23 Jun 2026
Closed30 Jun 2026
Financial Evaluation—
Award—

Bids

Item Rate

1 Bid4 Jul 2026

#	Company	Amount	Rank	Status
1	SANTHOSH K T L1₹14.0 LAdmitted-Fee/PreQual/Technical/Finance	₹14.0 L	L1	Admitted-Fee/PreQual/Technical/Finance

BoQ Comparative

Line Items (10)

Sl No	Description	Qty	Unit	SANTHOSH K T L1
1.00Appendix A - Removal of side wall of the aqueduct
1.00	15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.	5.4	cum	4,000 ₹21,600 Lowest
1.00	15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar	1.39	cum	2,700 ₹3,742.2 Lowest
2.00appendix B - 600mm dia PIpe aqueduct Laying
2.00	18.73.10:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :600 mm dia Ductile Iron Double Flanged	47	metre	23,600.9 ₹11,09,242.3 Lowest
2.00	18.30.12:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:600 mm diameter pipe	11	no	2,000 ₹22,000 Lowest
2.00	18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia	5.22	quintal	24,000 ₹1,25,280 Lowest
2.00	OD46470/2025-2026:Providing and fixing 10 mm diameter mild steel U-bolt for supporting 600 mm diameter DI pipe on pillar.	100	kg	400 ₹40,000 Lowest
2.00	4.2.2:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources	1.39	cum	13,000 ₹18,018 Lowest
2.01	4.2.3:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	0.27	cum	12,000 ₹3,240 Lowest

Tender Value

₹12.7 L

EMD Value

₹31,759

Closing Date

30 Jun 2026, 3:30 pmClosed

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

Office of the AEE, MI Subdivision, Shoranur

Work Description

GENERAL-.-Rectification of the damaged portion of the second aqueduct in the thudikkal Lift irrigation Project -Phase 1

Tender Information

Tender ID

2026_Irrig_840158_4

Reference Number

IRR/IA/TR/6953/2025_5_4_3/1

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

180 days

Location

Vilayur

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of Bid security remittance and Bid submission fee remittence (.pdf)

RequiredBid submission letter as per item no-1 Part-VI (form of tender) and Preliminary agreement (.pdf)

RequiredScanned copy of Integrity pact certificate as per item no-3 PartVI and Affidavit (.pdf)

RequiredScanned copy of Requisition for e-payment as per item no-6 PartVI and GST form (.pdf)

RequiredScanned copy of Original Contractors registration certificate and Scanned copy of Original PAN Card (.pdf)

RequiredStandard BID documents and Specific_Condition_and_accepted_list_of_materials (.pdf)

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹31,759

Important Dates

Last Activity

4 Jul 2026

Published

23 Jun 2026

Bid Opening

2 Jul 2026

Download Starts

23 Jun 2026

Download Ends

30 Jun 2026

Submission Starts

23 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A - Removal of side wall of the aqueduct
1.001	15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.	-	cum	-	-
1.002	15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar	1	cum	-	-
2appendix B - 600mm dia PIpe aqueduct Laying
2.001	18.73.10:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :600 mm dia Ductile Iron Double Flanged	-	metre	-	-
2.002	18.30.12:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:600 mm diameter pipe	-	no	-	-
2.003	18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia	1	quintal	-	-
2.004	OD46470/2025-2026:Providing and fixing 10 mm diameter mild steel U-bolt for supporting 600 mm diameter DI pipe on pillar.	-	kg	-	-
2.005	4.2.2:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources	1	cum	-	-
2.006	4.2.3:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1448954.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1448954.xls

BOQ • 0.30 MB

viewsbd.pdf

Tender Documents • 1.81 MB

preliminaryagreement.pdf

Tender Documents • 0.11 MB

affidavitformandepayment.pdf

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…

Company

SANTHOSH K T

L1₹14.0 LAdmitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	SANTHOSH K T L1
1.00Appendix A - Removal of side wall of the aqueduct
1.00	15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.	5.4	cum	4,000 ₹21,600 Lowest
1.00	15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar	1.39	cum	2,700 ₹3,742.2 Lowest
2.00appendix B - 600mm dia PIpe aqueduct Laying
2.00	18.73.10:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :600 mm dia Ductile Iron Double Flanged	47	metre	23,600.9 ₹11,09,242.3 Lowest
2.00	18.30.12:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:600 mm diameter pipe	11	no	2,000 ₹22,000 Lowest
2.00	18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia	5.22	quintal	24,000 ₹1,25,280 Lowest
2.00	OD46470/2025-2026:Providing and fixing 10 mm diameter mild steel U-bolt for supporting 600 mm diameter DI pipe on pillar.	100	kg	400 ₹40,000 Lowest
2.00	4.2.2:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources	1.39	cum	13,000 ₹18,018 Lowest
2.01	4.2.3:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	0.27	cum	12,000 ₹3,240 Lowest

Sl No

Description

Qty

Unit

SANTHOSH K T

1.00Appendix A - Removal of side wall of the aqueduct

1.00

15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

5.4

cum

4,000

₹21,600

Lowest

1.00

15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar

1.39

cum

2,700

₹3,742.2

Lowest

2.00appendix B - 600mm dia PIpe aqueduct Laying

2.00

18.73.10:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :600 mm dia Ductile Iron Double Flanged

metre

23,600.9

₹11,09,242.3

Lowest

2.00

18.30.12:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:600 mm diameter pipe

2,000

₹22,000

Lowest

2.00

18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia

5.22

quintal

24,000

₹1,25,280

Lowest

2.00

OD46470/2025-2026:Providing and fixing 10 mm diameter mild steel U-bolt for supporting 600 mm diameter DI pipe on pillar.

100

400

₹40,000

Lowest

2.00

4.2.2:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources

1.39

cum

13,000

₹18,018

Lowest

2.01

4.2.3:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

0.27

cum

12,000

₹3,240

Lowest

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A - Removal of side wall of the aqueduct
1.001	15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.	-	cum	-	-
1.002	15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar	1	cum	-	-
2appendix B - 600mm dia PIpe aqueduct Laying
2.001	18.73.10:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :600 mm dia Ductile Iron Double Flanged	-	metre	-	-
2.002	18.30.12:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:600 mm diameter pipe	-	no	-	-
2.003	18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia	1	quintal	-	-
2.004	OD46470/2025-2026:Providing and fixing 10 mm diameter mild steel U-bolt for supporting 600 mm diameter DI pipe on pillar.	-	kg	-	-
2.005	4.2.2:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources	1	cum	-	-
2.006	4.2.3:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A - Removal of side wall of the aqueduct

1.001

15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

cum

1.002

cum

2appendix B - 600mm dia PIpe aqueduct Laying

2.001

18.73.10:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :600 mm dia Ductile Iron Double Flanged

metre

2.002

18.30.12:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:600 mm diameter pipe

2.003

18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia

quintal

2.004

OD46470/2025-2026:Providing and fixing 10 mm diameter mild steel U-bolt for supporting 600 mm diameter DI pipe on pillar.

2.005

cum

2.006

cum