Kerala

AOC

Works

Civil Works - Roads

GENERAL SF 2025 26 Improvements By Providing 40mm Close graded chipping carpet to Kadasikkadavu vazhaveedu Mettukuzhy Sasthamnada road Kadasikkadavu vazhaveedu mettukuzhy road ch.0000 to 7500 and Mukkudi to Sasthanmnada road 0000 to 3200 General C

Public Works Department

Mettukuzhi | Idukki, Kerala

Amount: ₹7.1 CrCloses: 4 Feb 2026Closed

Timeline

Published21 Jan 2026
Closed4 Feb 2026
Technical Evaluation28 Feb 2026
Financial Evaluation13 Mar 2026
Awarded19 May 2026

Bids

Item Rate

2 Bids19 May 2026

#	Company	Amount	Rank	Status
1	P J Mathachan L1₹7.3 CrAccepted-AOC	₹7.3 Cr	L1	Accepted-AOC Agreement executed
2	KURINJIYIL BUILDERS L2₹7.6 Cr+₹35.9 L (4.93%)Rejected-AOC	₹7.6 Cr+₹35.9 L (4.93%)	L2	Rejected-AOC L2 rejected

BoQ Comparative

Line Items (41)

Sl No	Description	Qty	Unit	P J Mathachan L1	KURINJIYIL BUILDERS L2
1.00ROAD WORKS
1.00	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	1.7	Hectare	58,000 ₹98,484 Lowest	60,000 ₹1,01,880
1.00	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	2,464.74	cum	100 ₹2,46,474 Lowest	100 ₹2,46,474 Lowest
1.00	3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.	962.5	cum	50 ₹48,125 Lowest	100 ₹96,250
1.00	3.7:Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.	240	cum	100 ₹24,000 Lowest	100 ₹24,000 Lowest
1.00	3.14:Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.	2,526	sqm	66 ₹1,66,716 Lowest	100 ₹2,52,600
1.01	2.4.2.A: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 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means	165	cum	750 ₹1,23,750 Lowest	900 ₹1,48,500
1.01	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	56.35	cum	2,500 ₹1,40,875 Lowest	3,000 ₹1,69,050
1.01	55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.	56.35	cum	5,500 ₹3,09,925 Lowest	7,000 ₹3,94,450
1.01	4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method	1,839.69	cum	3,900 ₹71,74,791	3,700 ₹68,06,853 Lowest

Corrigenda

Corrigendum

1 updatesLatest on 5 Feb 2026Submission Ends:4 Feb 20269 Feb 2026

Date changes

Download Ends4 Feb 20269 Feb 2026Submission Ends4 Feb 20269 Feb 2026Bid Opening7 Feb 202612 Feb 2026

Tender Value

₹7.1 Cr

EMD Value

₹2 L

Closing Date

4 Feb 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer

Address

Office of the Superintending Engineer, PWD Roads Central circle Aluva

Work Description

CGPC work,tile work Concrete work

Tender Information

Tender ID

2026_PWD_829420_1

Reference Number

PWD/RB/TR/8570/2025_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Mettukuzhi

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

14 documents required · 14 mandatory

Fee/PreQual/Technical

RequiredBid security remittance , Bid submission fee remittance and Requisition for e-payment as per item no (.pdf)

RequiredBid submission letter as per item no 1 part VII duly filled and signed by the bidder uploaded bello (.pdf)

RequiredExperience certificate as per clause 2.4 of sec-6 uploaded bellow 1 MB (.pdf)

RequiredIntegrity Pact certificate as Item no.3 part VII of bid docs filled and signed by bidder in original (.pdf)

RequiredMoU as per item no-8 of part- VII duly filled and signed by the bidder uploaded bellow 1 MB (.pdf)

RequiredPreliminary Agreement in plain paper duly filled and signed by the bidder as said Item 2 part VII be (.pdf)

RequiredPre-qualification information in the section-VI duly filled and signed by the bidder below 1 MB (.pdf)

RequiredRequisition for e-payment as per item no-6 part VII uploaded bellow 1 MB (.pdf)

RequiredAffidavit as said Item no.4 Part VII in plain paper duly filled and signed by the bidder bellow 1 MB (.pdf)

RequiredBank certificate as per clause 2.6 of part VI uploaded bellow 1 MB (.pdf)

RequiredBidder valid contractor license registration certificate, GST registration and pan card copy upload (.pdf)

RequiredBid documents with NIT digitally signed uploaded bellow 1 MB (.pdf)

RequiredPQ supporting documents uploaded (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹13,010

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹2 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 May 2026

Published

21 Jan 2026

Bid Opening

7 Feb 2026

Download Starts

21 Jan 2026

Download Ends

4 Feb 2026

Submission Starts

21 Jan 2026

Clarification Period

21 Jan 2026 - 4 Feb 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (41 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD WORKS
1.001	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	-	Hectare	-	-
1.002	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	1	cum	-	-
1.003	3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.	-	cum	-	-
1.004	3.7:Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.	-	cum	-	-
1.005	3.14:Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.	-	sqm	-	-
1.006	2.4.2.A: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 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means	-	cum	-	-
1.007	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	-	cum	-	-
1.008	55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.	-	cum	-	-
1.009	4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method	-	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

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 • 0.05 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.08 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 2.59 MB

BOQ_1392895.xls

BOQ • 0.33 MB

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Company

P J Mathachan

L1₹7.3 CrAccepted-AOC

KURINJIYIL BUILDERS

L2₹7.6 Cr+₹35.9 L (4.93%)Rejected-AOC

Sl No	Description	Qty	Unit	P J Mathachan L1	KURINJIYIL BUILDERS L2
1.00ROAD WORKS
1.00	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	1.7	Hectare	58,000 ₹98,484 Lowest	60,000 ₹1,01,880
1.00	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	2,464.74	cum	100 ₹2,46,474 Lowest	100 ₹2,46,474 Lowest
1.00	3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.	962.5	cum	50 ₹48,125 Lowest	100 ₹96,250
1.00	3.7:Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.	240	cum	100 ₹24,000 Lowest	100 ₹24,000 Lowest
1.00	3.14:Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.	2,526	sqm	66 ₹1,66,716 Lowest	100 ₹2,52,600
1.01	2.4.2.A: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 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means	165	cum	750 ₹1,23,750 Lowest	900 ₹1,48,500
1.01	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	56.35	cum	2,500 ₹1,40,875 Lowest	3,000 ₹1,69,050
1.01	55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.	56.35	cum	5,500 ₹3,09,925 Lowest	7,000 ₹3,94,450
1.01	4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method	1,839.69	cum	3,900 ₹71,74,791	3,700 ₹68,06,853 Lowest

Sl No

Description

Qty

Unit

P J Mathachan

KURINJIYIL BUILDERS

1.00ROAD WORKS

1.00

2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area

1.7

Hectare

58,000

₹98,484

Lowest

60,000

₹1,01,880

1.00

3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

2,464.74

cum

100

₹2,46,474

Lowest

100

₹2,46,474

Lowest

1.00

3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.

962.5

cum

₹48,125

Lowest

100

₹96,250

1.00

3.7:Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

240

cum

100

₹24,000

Lowest

100

₹24,000

Lowest

1.00

3.14:Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.

2,526

sqm

₹1,66,716

Lowest

100

₹2,52,600

1.01

2.4.2.A: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 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means

165

cum

750

₹1,23,750

Lowest

900

₹1,48,500

1.01

55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.

56.35

cum

2,500

₹1,40,875

Lowest

3,000

₹1,69,050

1.01

55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.

56.35

cum

5,500

₹3,09,925

Lowest

7,000

₹3,94,450

1.01

4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method

1,839.69

cum

3,900

₹71,74,791

3,700

₹68,06,853

Lowest

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD WORKS
1.001	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	-	Hectare	-	-
1.002	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	1	cum	-	-
1.003	3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.	-	cum	-	-
1.004	3.7:Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.	-	cum	-	-
1.005	3.14:Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.	-	sqm	-	-
1.006	2.4.2.A: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 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means	-	cum	-	-
1.007	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	-	cum	-	-
1.008	55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.	-	cum	-	-
1.009	4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD WORKS

1.001

2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area

Hectare

1.002

cum

1.003

3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.

cum

1.004

cum

1.005

3.14:Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.

sqm

1.006

cum

1.007

55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.

cum

1.008

cum

1.009

cum