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Civil Works - Roads

Pr. No. S0042/27 in Thuravoor GP Ernakulam-Ambadan Road Maintenance in Ward 8

Local Self Government Department

Thuravoor GP | Ernakulam, Kerala

Amount: ₹4.9 LCloses: 16 Oct 20266d left

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Timeline

Published9 Oct 2026
Closes16 Oct 2026
Bid Opening17 Oct 2026

Tender Value

₹4.9 L

EMD Value

₹12,171

Closing Date

16 Oct 2026, 4:30 pm6d left

Tender Inviting Organisation

Name

Herry Thomas

Address

Office of Asst Engineer LID and EW Section Thuravoor GP

Work Description

Pr. No. S0042/27 in Thuravoor GP Ernakulam-Ambadan Road Maintenance in Ward 8

Tender Information

Tender ID

2026_LSGD_877923_6

Reference Number

Tender 1 /Thuravoor GP /Angamaly /2026- 27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

Thuravoor GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredCopy of bid submission letter - Size Limit 1 MB (.pdf)

RequiredCopy of Bidders Valid Registration Certificate and GST registration - Size Limit 1 MB (.pdf)

RequiredSigned Copy of SBD along with NIT - Size Limit 3 MB (.pdf)

RequiredDuly filled and signed copy of requisition for e-payment form - Size Limit 1 MB (.pdf)

RequiredDuly filled copy of Integrity pact certificate as per SBD - Size Limit 1 MB (.pdf)

RequiredDuly filled and signed copy of preliminary agreement and affidavit as per SBD - Size Limit 1 MB (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,075

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,171

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

9 Oct 2026

Published

9 Oct 2026

Bid Opening

17 Oct 2026

Download Starts

9 Oct 2026

Download Ends

16 Oct 2026

Submission Starts

9 Oct 2026

Clarification Period

9 Oct 2026 - 16 Oct 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlock Tile Paving
1.001	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> 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	13.77	cum	1,834.08	₹25,255.28
1.002	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	22.95	cum	3,337.88	₹76,604.35
1.003	OD170434/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the duirection of Engineer in charge	285.6	sqm	1,188.21	₹3,39,352.78
1.004	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)	2.81	cum	9,186.73	₹25,796.34
1.005	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	0.45	cum	441.5	₹198.68
1.006	OD226035/2026-2027:Providing P.C.C grade M 10 Nominal mix 1:4:8 concrete for plain/reinforced concrete using 40 mm graded aggregates	0.45	cum	7,935.74	₹3,571.08
1.007	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)	1.31	cum	8,796.86	₹11,550.28
1.008	10.3.B:Direction and place indentification signs up to 0.9 sqm size board <br> B. Semi-Reflective Traffic signs <br> Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701	0.9	sqm	5,003.18	₹4,502.86

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.19 MB

Work Item Documents

42NIT.pdf

Tender Documents • 0.04 MB

42SBD.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlock Tile Paving
1.001	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> 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	13.77	cum	1,834.08	₹25,255.28
1.002	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	22.95	cum	3,337.88	₹76,604.35
1.003	OD170434/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the duirection of Engineer in charge	285.6	sqm	1,188.21	₹3,39,352.78
1.004	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)	2.81	cum	9,186.73	₹25,796.34
1.005	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	0.45	cum	441.5	₹198.68
1.006	OD226035/2026-2027:Providing P.C.C grade M 10 Nominal mix 1:4:8 concrete for plain/reinforced concrete using 40 mm graded aggregates	0.45	cum	7,935.74	₹3,571.08
1.007	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)	1.31	cum	8,796.86	₹11,550.28
1.008	10.3.B:Direction and place indentification signs up to 0.9 sqm size board <br> B. Semi-Reflective Traffic signs <br> Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701	0.9	sqm	5,003.18	₹4,502.86

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Interlock Tile Paving

1.001

2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> 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

13.77

cum

1,834.08

₹25,255.28

1.002

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

22.95

cum

3,337.88

₹76,604.35

1.003

OD170434/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the duirection of Engineer in charge

285.6

sqm

1,188.21

₹3,39,352.78

1.004

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)

2.81

cum

9,186.73

₹25,796.34

1.005

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

0.45

cum

441.5

₹198.68

1.006

OD226035/2026-2027:Providing P.C.C grade M 10 Nominal mix 1:4:8 concrete for plain/reinforced concrete using 40 mm graded aggregates

0.45

cum

7,935.74

₹3,571.08

1.007

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

1.31

cum

8,796.86

₹11,550.28

1.008

10.3.B:Direction and place indentification signs up to 0.9 sqm size board <br> B. Semi-Reflective Traffic signs <br> Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

0.9

sqm

5,003.18

₹4,502.86