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Annual Plan-1842/26 ,Renovation works of the compound wall of the Idiyangara TB Clinic- EW 58 SECTOR 6-General Civil Work

Local Self Government Department

KOZHIKODE CORPORATION | Kozhikode, Kerala

Amount: ₹5.1 LCloses: 13 Oct 2026Due tomorrow

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Timeline

Published5 Oct 2026
Closes13 Oct 2026
Bid Opening14 Oct 2026

Tender Value

₹5.1 L

EMD Value

₹12,710

Closing Date

13 Oct 2026, 6:00 pmDue tomorrow

Tender Inviting Organisation

Name

Superintending Engineer

Address

O/o SE, Kozhikode Corporation, [email protected]

Work Description

COMBOUND WALL

Tender Information

Tender ID

2026_LSGD_876486_1

Reference Number

PP/EG7/2026-27/SE/24/64

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Location

KOZHIKODE CORPORATION

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E-TENDER WEBSITE (.pdf)

RequiredNOTICE INVITING TENDER (.pdf)

RequiredScanned copy of Registration Certificate ,PAN CARD , Adharcard, Address with Ph.no. (.pdf)

RequiredScanned copy of GST Registration Certificate (.pdf)

RequiredDocument for EMD exemption if any other documents (.pdf)

RequiredTender Schedule (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,125

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,710

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

5 Oct 2026

Published

5 Oct 2026

Bid Opening

14 Oct 2026

Download Starts

5 Oct 2026

Download Ends

13 Oct 2026

Submission Starts

5 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (13 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1compound wall
1.001	OD546502/2025-2026:Demolishing laterate work manually /by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50meters lead as perdirection of Engineer-in-charge.In cement mortar(modified OD of DAR15.7.4)	29.75	cum	-	-
1.002	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	3.5	cum	-	-
1.003	OD68801/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (modified OD of 60.7.1)	6.13	cum	-	-
1.004	OD52087/2026-2027:DR with departmental rubble-Dry stone packing under foundation with good quality blasted rubble including conveyance of materials and labour charges etc.complete as per dierection of departmental officers at site	2.1	cum	-	-
1.005	7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	7.09	cum	-	-
1.006	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	21	sqm	-	-
1.007	5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars	232.49	kg	-	-
1.008	5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).	1.05	cum	-	-
1.009	5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)	2.36	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

nit.pdf

Tender Documents • 0.03 MB

PRELIMINARYAGREEMENTCOMMON.pdf

Tender Documents • 0.14 MB

ePay.pdf

Tender Documents • 0.01 MB

FIP.pdf

Tender Documents • 0.01 MB

Affidavit.pdf

Tender Documents • 0.31 MB

FOT.pdf

Tender Documents • 0.01 MB

sbd.pdf

Tender Documents • 1.80 MB

BOQ_1488800.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1compound wall
1.001	OD546502/2025-2026:Demolishing laterate work manually /by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50meters lead as perdirection of Engineer-in-charge.In cement mortar(modified OD of DAR15.7.4)	29.75	cum	-	-
1.002	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	3.5	cum	-	-
1.003	OD68801/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (modified OD of 60.7.1)	6.13	cum	-	-
1.004	OD52087/2026-2027:DR with departmental rubble-Dry stone packing under foundation with good quality blasted rubble including conveyance of materials and labour charges etc.complete as per dierection of departmental officers at site	2.1	cum	-	-
1.005	7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	7.09	cum	-	-
1.006	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	21	sqm	-	-
1.007	5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars	232.49	kg	-	-
1.008	5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).	1.05	cum	-	-
1.009	5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)	2.36	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1compound wall

1.001

OD546502/2025-2026:Demolishing laterate work manually /by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50meters lead as perdirection of Engineer-in-charge.In cement mortar(modified OD of DAR15.7.4)

29.75

cum

1.002

2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

3.5

cum

1.003

OD68801/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (modified OD of 60.7.1)

6.13

cum

1.004

OD52087/2026-2027:DR with departmental rubble-Dry stone packing under foundation with good quality blasted rubble including conveyance of materials and labour charges etc.complete as per dierection of departmental officers at site

2.1

cum

1.005

7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

7.09

cum

1.006

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

sqm

1.007

5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars

232.49

1.008

5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).

1.05

cum

1.009

5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)

2.36

cum