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PINARAYI GP PRO NO 327/2026 - 27- CONSTRUCTION OF MAROLI RAJAN VEED MUTHAL KADAVATH VAYAL VARE FOOTPATH

Local Self Government Department

Pinarayi Kannur | Kannur, Kerala

Amount: ₹1.9 LCloses: 9 Oct 20267d left

Timeline

Published30 Sept 2026
Closes9 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹1.9 L

EMD Value

₹4,759

Closing Date

9 Oct 2026, 3:00 pm7d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

PINARAYI GP PINARAYI KANNUR

Work Description

foot path construction using CC paver block

Tender Information

Tender ID

2026_LSGD_873865_2

Reference Number

AE/PGP/TDR-3/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Pinarayi Kannur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSigned SBD (.pdf)

RequiredBid security remittence, Bid submission letter as per item no-1 Part-VI -form of tender (.pdf)

RequiredIntegrity pact certificate as per item no-3 PartVI, Requisition for e-payment as per item no-6 PartV (.pdf)

RequiredPreliminary agreement as per item no-2 PartVI (.pdf)

RequiredAffidavit as per item no-4 Part- VI, Bid submission fee remittence, Bid documents with NIT (.pdf)

RequiredBidder valid registration certificate, GST Document, Aadhaar, PAN Card (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,759

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

30 Sept 2026

Published

30 Sept 2026

Bid Opening

12 Oct 2026

Download Starts

30 Sept 2026

Download Ends

9 Oct 2026

Submission Starts

30 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CONSTRUCTION OF MAROOLI RAJAN VEED MUTHAL KADAVATTH VAYL VARE ROAD
1.001	3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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.	36	cum	-	-
1.002	4.1.A.2: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. (ii) For Grading II Material	12	cum	-	-
1.003	OD162839/2026-2027:od1400573/2021_2022 :(MOD 6.7.1) Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. Bedding with 6mm aggregate and filling joints with sand. Sand as per Table 1500.5 Bed = 60.00x3.75x 0.03 = 6.75 cum Joints = 60x0.08X0.1 = 0.48 cum(With Minimum 5 Years Defect Liability Period)	104	sqm	-	-
1.004	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	5.16	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.29 MB

Work Item Documents

327sbd.pdf

Tender Documents • 9.66 MB

327nits.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CONSTRUCTION OF MAROOLI RAJAN VEED MUTHAL KADAVATTH VAYL VARE ROAD
1.001	3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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.	36	cum	-	-
1.002	4.1.A.2: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. (ii) For Grading II Material	12	cum	-	-
1.003	OD162839/2026-2027:od1400573/2021_2022 :(MOD 6.7.1) Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. Bedding with 6mm aggregate and filling joints with sand. Sand as per Table 1500.5 Bed = 60.00x3.75x 0.03 = 6.75 cum Joints = 60x0.08X0.1 = 0.48 cum(With Minimum 5 Years Defect Liability Period)	104	sqm	-	-
1.004	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	5.16	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1CONSTRUCTION OF MAROOLI RAJAN VEED MUTHAL KADAVATTH VAYL VARE ROAD

1.001

3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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.

cum

1.002

4.1.A.2: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. (ii) For Grading II Material

cum

1.003

OD162839/2026-2027:od1400573/2021_2022 :(MOD 6.7.1) Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. Bedding with 6mm aggregate and filling joints with sand. Sand as per Table 1500.5 Bed = 60.00x3.75x 0.03 = 6.75 cum Joints = 60x0.08X0.1 = 0.48 cum(With Minimum 5 Years Defect Liability Period)

104

sqm

1.004

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

5.16

cum