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Civil Works - Roads

237/27 RENOVATION OF SEMITHERI ROAD WARD 16

Local Self Government Department

Varapuzha GP | Ernakulam, Kerala

Amount: ₹5.3 LCloses: 28 Sept 2026Due tomorrow

Timeline

Published21 Sept 2026
Closes28 Sept 2026
Bid Opening30 Sept 2026

Tender Value

₹5.3 L

EMD Value

₹13,267

Closing Date

28 Sept 2026, 3:00 pmDue tomorrow

Tender Inviting Organisation

Name

Indushree I B

Address

Assistant Engineer LID AND EW Section Varapuzha Grama Panchayath

Work Description

237/27 RENOVATION OF SEMITHERI ROAD WARD 16

Tender Information

Tender ID

2026_LSGD_871181_1

Reference Number

LSGD/CELSGD/FL/49515/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Wise

Period of Work

270 days

Location

Varapuzha GP

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer tender document

Documents Required

7 documents required · 7 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)

RequiredTENDER SCHEDULE (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,170

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹13,267

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

21 Sept 2026

Published

21 Sept 2026

Bid Opening

30 Sept 2026

Download Starts

21 Sept 2026

Download Ends

28 Sept 2026

Submission Starts

21 Sept 2026

Clarification Period

21 Sept 2026 - 28 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1maintenance
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	209.16	sqm	-	-
1.002	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	1.5	cum	-	-
1.003	OD75144/2026-2027:For Re laying scarified materials specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	31.37	cum	-	-
1.004	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	16.8	cum	-	-
1.005	OD75153/2026-2027:Providing and laying of interlocking concrete block pavements using 80 mm M40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness, etc, all complete as per the direction of Engineer-in-charge (with fine sand)	363.37	sqm	-	-
1.006	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	2.69	cum	-	-

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

SBD.pdf

Tender Documents • 1.80 MB

BOQ_1476417.xls

BOQ • 0.23 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1maintenance
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	209.16	sqm	-	-
1.002	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	1.5	cum	-	-
1.003	OD75144/2026-2027:For Re laying scarified materials specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	31.37	cum	-	-
1.004	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	16.8	cum	-	-
1.005	OD75153/2026-2027:Providing and laying of interlocking concrete block pavements using 80 mm M40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness, etc, all complete as per the direction of Engineer-in-charge (with fine sand)	363.37	sqm	-	-
1.006	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	2.69	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1maintenance

1.001

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

209.16

sqm

1.002

2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

1.5

cum

1.003

OD75144/2026-2027:For Re laying scarified materials specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

31.37

cum

1.004

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

16.8

cum

1.005

OD75153/2026-2027:Providing and laying of interlocking concrete block pavements using 80 mm M40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness, etc, all complete as per the direction of Engineer-in-charge (with fine sand)

363.37

sqm

1.006

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

2.69

cum