Kerala

Financial BO

Works

Civil Works - Others

GENERAL-SEACOAST PROTECTION Construction of Core wall near CP 1395 and 1397 in Kadappuram GP- Balance work 2 General Civil Work

Irrigation Department

Kadappuram Chavakkad | Thrissur, Kerala

Amount: ₹36.4 LCloses: 14 Aug 2026Closed

Timeline

Published4 Aug 2026
Closed14 Aug 2026
Financial Evaluation—
Award—

Bids

Item Rate

2 Bids17 Aug 2026

#	Company	Amount	Rank	Status
1	BADARUDDEEN K P L1₹40.0 LAdmitted-Fee/PreQual/Technical/Finance	₹40.0 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	NAJUMUDEEN L2₹44.8 L+₹4.8 L (11.9%)Admitted-Fee/PreQual/Technical/Finance	₹44.8 L+₹4.8 L (11.9%)	L2	Admitted-Fee/PreQual/Technical/Finance

BoQ Comparative

Line Items (5)

Sl No	Description	Qty	Unit	NAJUMUDEEN L2	BADARUDDEEN K P L1
1.00Appendix A
1.00	60.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site.	1,116.12	cum	2,832.17 ₹31,61,055.74	2,530.54 ₹28,24,398.96 Lowest
1.00	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil	438.62	cum	316.88 ₹1,38,991.49	283.14 ₹1,24,192.28 Lowest
1.00	60.47:Unified data for construction of Sea Wall as per Modified Design Suggested by CWPRS Pune - Providing filter of sea wall with woven fabric filter GWF-26-130 weight not less than 130gm/m2 pore size(mm) less than 0.075 with and overlap of 30cm at all joints stitched toghther pulled up in to folds uniformly and sufficiently in both direction for avoiding over extension of fibre of which it is composed and forming the toe to prevent scourage including conveyance and all leads and lifts etc. complete.	790.62	sqm	112.86 ₹89,229.94	100.84 ₹79,726.63 Lowest
1.00	60.48:Unified Data for Construction of sea wall as per modified design suggested by CWPRS Pune- Providing sand cushion over geo fabric filter by depositing and spreading sea sand in suitable layers with all leads and lifts etc. complete as per the direction of the departmental officers at site.	107.81	cum	399.34 ₹43,054.04	356.81 ₹38,468.76 Lowest
1.00	60.7.7:Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the departmental officers at site.	1,116.12	cum	934.9 ₹10,43,465.26	835.33 ₹9,32,332.7 Lowest

Tender Value

₹36.4 L

EMD Value

₹50,000

Closing Date

14 Aug 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer AID Thrissur

Address

O/o Executive Engineer,Additional Irrigation Division Thrissur

Work Description

Construction of Core wall near CP 1395 and 1397 in Kadappuram GP- Balance work 2

Tender Information

Tender ID

2025_Irrig_784105_8

Reference Number

IRR/IA/TR/3408/2023_5_3_2/RC 1/1

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

365 days

Location

Kadappuram Chavakkad

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

Requiredboq (.xls)

Requiredsbd (.pdf)

Requirednit (.pdf)

Requiredepayment (.pdf)

Requiredaffidavit (.pdf)

Requiredfot (.pdf)

Requiredpag (.pdf)

Requiredintegrity (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹50,000

Important Dates

Last Activity

17 Aug 2026

Published

4 Aug 2026

Bid Opening

17 Aug 2026

Download Starts

4 Aug 2026

Download Ends

14 Aug 2026

Submission Starts

4 Aug 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A
1.001	60.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site.	-	cum	-	-
1.002	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil	-	cum	-	-
1.003	60.47:Unified data for construction of Sea Wall as per Modified Design Suggested by CWPRS Pune - Providing filter of sea wall with woven fabric filter GWF-26-130 weight not less than 130gm/m2 pore size(mm) less than 0.075 with and overlap of 30cm at all joints stitched toghther pulled up in to folds uniformly and sufficiently in both direction for avoiding over extension of fibre of which it is composed and forming the toe to prevent scourage including conveyance and all leads and lifts etc. complete.	-	sqm	-	-
1.004	60.48:Unified Data for Construction of sea wall as per modified design suggested by CWPRS Pune- Providing sand cushion over geo fabric filter by depositing and spreading sea sand in suitable layers with all leads and lifts etc. complete as per the direction of the departmental officers at site.	0.2	cum	-	-
1.005	60.7.7:Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the departmental officers at site.	-	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1461858.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 • 0.06 MB

Work Item Documents

NIT.pdf

Tender Documents • 0.04 MB

BOQ_1461858.xls

BOQ • 0.30 MB

Affidavit.pdf

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Company

BADARUDDEEN K P

L1₹40.0 LAdmitted-Fee/PreQual/Technical/Finance

NAJUMUDEEN

L2₹44.8 L+₹4.8 L (11.9%)Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	NAJUMUDEEN L2	BADARUDDEEN K P L1
1.00Appendix A
1.00	60.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site.	1,116.12	cum	2,832.17 ₹31,61,055.74	2,530.54 ₹28,24,398.96 Lowest
1.00	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil	438.62	cum	316.88 ₹1,38,991.49	283.14 ₹1,24,192.28 Lowest
1.00	60.47:Unified data for construction of Sea Wall as per Modified Design Suggested by CWPRS Pune - Providing filter of sea wall with woven fabric filter GWF-26-130 weight not less than 130gm/m2 pore size(mm) less than 0.075 with and overlap of 30cm at all joints stitched toghther pulled up in to folds uniformly and sufficiently in both direction for avoiding over extension of fibre of which it is composed and forming the toe to prevent scourage including conveyance and all leads and lifts etc. complete.	790.62	sqm	112.86 ₹89,229.94	100.84 ₹79,726.63 Lowest
1.00	60.48:Unified Data for Construction of sea wall as per modified design suggested by CWPRS Pune- Providing sand cushion over geo fabric filter by depositing and spreading sea sand in suitable layers with all leads and lifts etc. complete as per the direction of the departmental officers at site.	107.81	cum	399.34 ₹43,054.04	356.81 ₹38,468.76 Lowest
1.00	60.7.7:Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the departmental officers at site.	1,116.12	cum	934.9 ₹10,43,465.26	835.33 ₹9,32,332.7 Lowest

Sl No

Description

Qty

Unit

NAJUMUDEEN

BADARUDDEEN K P

1.00Appendix A

1.00

60.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site.

1,116.12

cum

2,832.17

₹31,61,055.74

2,530.54

₹28,24,398.96

Lowest

1.00

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

438.62

cum

316.88

₹1,38,991.49

283.14

₹1,24,192.28

Lowest

1.00

60.47:Unified data for construction of Sea Wall as per Modified Design Suggested by CWPRS Pune - Providing filter of sea wall with woven fabric filter GWF-26-130 weight not less than 130gm/m2 pore size(mm) less than 0.075 with and overlap of 30cm at all joints stitched toghther pulled up in to folds uniformly and sufficiently in both direction for avoiding over extension of fibre of which it is composed and forming the toe to prevent scourage including conveyance and all leads and lifts etc. complete.

790.62

sqm

112.86

₹89,229.94

100.84

₹79,726.63

Lowest

1.00

60.48:Unified Data for Construction of sea wall as per modified design suggested by CWPRS Pune- Providing sand cushion over geo fabric filter by depositing and spreading sea sand in suitable layers with all leads and lifts etc. complete as per the direction of the departmental officers at site.

107.81

cum

399.34

₹43,054.04

356.81

₹38,468.76

Lowest

1.00

60.7.7:Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the departmental officers at site.

1,116.12

cum

934.9

₹10,43,465.26

835.33

₹9,32,332.7

Lowest

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A
1.001	60.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site.	-	cum	-	-
1.002	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil	-	cum	-	-
1.003	60.47:Unified data for construction of Sea Wall as per Modified Design Suggested by CWPRS Pune - Providing filter of sea wall with woven fabric filter GWF-26-130 weight not less than 130gm/m2 pore size(mm) less than 0.075 with and overlap of 30cm at all joints stitched toghther pulled up in to folds uniformly and sufficiently in both direction for avoiding over extension of fibre of which it is composed and forming the toe to prevent scourage including conveyance and all leads and lifts etc. complete.	-	sqm	-	-
1.004	60.48:Unified Data for Construction of sea wall as per modified design suggested by CWPRS Pune- Providing sand cushion over geo fabric filter by depositing and spreading sea sand in suitable layers with all leads and lifts etc. complete as per the direction of the departmental officers at site.	0.2	cum	-	-
1.005	60.7.7:Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the departmental officers at site.	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A

1.001

cum

1.002

cum

1.003

sqm

1.004

0.2

cum

1.005

cum