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KSWMP 2023 24 Kodungallur Municipality Pro No 187 24 Upgradation of existing RRF interlock paved road at Narayanamangalam ward 10 General Civil Work 2023 24

Local Self Government Department

WARD 10 KODUNGALOOR MUNICIPALITY | Thrissur, Kerala

Amount: ₹46,250Closes: 8 Oct 20266d left

Timeline

Published16 Sept 2026
Pre-Bid Meeting23 Sept 2026
Closes8 Oct 2026
Bid Opening8 Oct 2026

Tender Value

₹46,250

EMD Value

₹1,156

Closing Date

8 Oct 2026, 3:00 pm6d left

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

OFFICE OF ASSISTANT ENGINEER KODUNGALLUR MUNICIPALITY

Work Description

KSWMP 2023 24 Kodungallur Municipality Pro No 187 24 Upgradation of existing RRF interlock paved road at Narayanamangalam ward 10 General Civil Work 2023 24

Tender Information

Tender ID

2026_LSGD_870401_1

Reference Number

022627KSWMP

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Location

WARD 10 KODUNGALOOR MUNICIPALITY

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredE PAYMENT FORM , TENDER FEE AND EMD (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredLETTER OF QUATATION (.pdf)

RequiredDETAILS OF TENDERER (.pdf)

RequiredDETAILS OF LITTIGATION (.pdf)

RequiredQUALIFICATION AS PER RFQ CLAUSE2.1.2 (FOR NON- LICENCED CONTRACTORS ) (.pdf)

RequiredRFQ DOWNLODED FROM E TENDER WEB SITE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

EMD Fee Amount

₹1,156

Pre-Bid Meeting

Meeting Place

OFFICE OF ASSISTANT ENGINEER KODUNGALLUR MUNICIPAL

Important Dates

Last Activity

16 Sept 2026

Published

16 Sept 2026

Bid Opening

8 Oct 2026

Download Starts

16 Sept 2026

Download Ends

8 Oct 2026

Submission Starts

16 Sept 2026

Pre-Bid Meeting

23 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CONSTRUCTION OF INTERLOCK PAVING
1.001	2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.	78	sqm	-	-
1.002	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	8.88	cum	-	-
1.003	16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30	8.88	cum	-	-
1.004	OD362261/2025-2026:Flooring with Interlocking cabbles 60mm thick (premium) Minimum strength 4 kg/cm2 over a bed of 6mm metal filling in 50mm average thick and compacting using earth hammer /compacting machine hand operated including cost and conveyance of all materials labour charges, , pointing edges etc complete.	9.36	sqm	-	-
1.005	4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	0.48	cum	-	-

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.75 MB

Work Item Documents

BOQ_1474781.xls

BOQ • 0.30 MB

425RFQ.pdf

Tender Documents • 2.03 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CONSTRUCTION OF INTERLOCK PAVING
1.001	2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.	78	sqm	-	-
1.002	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	8.88	cum	-	-
1.003	16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30	8.88	cum	-	-
1.004	OD362261/2025-2026:Flooring with Interlocking cabbles 60mm thick (premium) Minimum strength 4 kg/cm2 over a bed of 6mm metal filling in 50mm average thick and compacting using earth hammer /compacting machine hand operated including cost and conveyance of all materials labour charges, , pointing edges etc complete.	9.36	sqm	-	-
1.005	4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	0.48	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1CONSTRUCTION OF INTERLOCK PAVING

1.001

2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.

sqm

1.002

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

8.88

cum

1.003

16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30

8.88

cum

1.004

OD362261/2025-2026:Flooring with Interlocking cabbles 60mm thick (premium) Minimum strength 4 kg/cm2 over a bed of 6mm metal filling in 50mm average thick and compacting using earth hammer /compacting machine hand operated including cost and conveyance of all materials labour charges, , pointing edges etc complete.

9.36

sqm

1.005

4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

0.48

cum