PMGSY

Active

Works

CIVIL

01/KR08-78

PMGSY

Vadakara, Maniyoor GP | Kozhikode, Kerala

Amount: ₹54.1 LCloses: 28 Sept 2026Due today

Timeline

Published21 Sept 2026
Closes28 Sept 2026
Bid Opening30 Sept 2026

Tender Value

₹54.1 L

EMD Value

₹50,000

Closing Date

28 Sept 2026, 6:00 pmDue today

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer, PIU, Kozhikode, Civil Station, 4th floor, C block,

Work Description

PUNNOLIMUKKU KWA ROAD RESTORATION WORKS

Tender Information

Tender ID

2026_KSRD_149460_1

Reference Number

01/KR08-78

Tender Type

Open Tender

Product Category

CIVIL

Form of Contract

Item Rate

Location

Vadakara, Maniyoor GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical/Finance

RequiredRegistration Certificate (.pdf)

RequiredSigned BOQ (.xls)

RequiredTender Document (.pdf)

RequiredPreliminary agreement (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,500

EMD Fee Amount

₹50,000

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_Ver4.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RESTORATION
1.01	2.5.2.A Dismantling of Structures<br> Dismantling of existing structures like culverts,bridges, retaining walls and other structure comprising of masonry, cement concrete,wood work, steel work, including T&P and scaffolding wherever necessary,sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete.	23.91	CUM	-	-
1.02	2.5.2.A Dismantling of Structures<br> Dismantling of existing structures like culverts,bridges, retaining walls and other structure comprising of masonry, cement concrete,wood work, steel work, including T&P and scaffolding wherever necessary,sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete	1,212.02	CUM	-	-
1.03	OD188402/2026-2027 Compacting Original Ground (ii) Compacting original ground supporting subgrade using plate compactor. Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2	2,278.25	CUM	-	-
1.04	4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material	1,175.57	CUM	-	-
1.05	11.4.1.1 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6	53.52	CUM	-	-
1.06	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)	26.76	CUM	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.39 MB

Work Item Documents

BOQ_235571.xls

BOQ • 0.34 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RESTORATION
1.01	2.5.2.A Dismantling of Structures<br> Dismantling of existing structures like culverts,bridges, retaining walls and other structure comprising of masonry, cement concrete,wood work, steel work, including T&P and scaffolding wherever necessary,sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete.	23.91	CUM	-	-
1.02	2.5.2.A Dismantling of Structures<br> Dismantling of existing structures like culverts,bridges, retaining walls and other structure comprising of masonry, cement concrete,wood work, steel work, including T&P and scaffolding wherever necessary,sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete	1,212.02	CUM	-	-
1.03	OD188402/2026-2027 Compacting Original Ground (ii) Compacting original ground supporting subgrade using plate compactor. Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2	2,278.25	CUM	-	-
1.04	4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material	1,175.57	CUM	-	-
1.05	11.4.1.1 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6	53.52	CUM	-	-
1.06	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)	26.76	CUM	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1RESTORATION

1.01

2.5.2.A Dismantling of Structures Dismantling of existing structures like culverts,bridges, retaining walls and other structure comprising of masonry, cement concrete,wood work, steel work, including T&P and scaffolding wherever necessary,sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (II) By Mechanical Means (A) Cement Concrete.

23.91

CUM

1.02

1,212.02

CUM

1.03

OD188402/2026-2027 Compacting Original Ground (ii) Compacting original ground supporting subgrade using plate compactor. Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2

2,278.25

CUM

1.04

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

1,175.57

CUM

1.05

11.4.1.1 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

53.52

CUM

1.06

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)

26.76

CUM