Kerala

AOC

Works

Civil Works - Roads

Vengola GP Pro.No.466/2025-26- MULLASSERY ROAD NAVEEKARANAM WARD 3

Local Self Government Department

VENGOLA | Ernakulam, Kerala

Amount: ₹1.7 LCloses: 3 Nov 2025Closed

Timeline

Published27 Oct 2025
Closed3 Nov 2025
Technical Evaluation11 Nov 2025
Awarded8 Apr 2026

Bids

Item Rate

2 Bids8 Apr 2026

#	Company	Amount	Rank	Status
1	K K MAJEED L1₹1.7 LAccepted-AOC	₹1.7 L	L1	Accepted-AOC L1
2	NOUSHAD K B Rejected-Technical	-	-	Rejected-Technical L2

BoQ Comparative

Line Items (7)

Sl No	Description	Qty	Unit	K K MAJEED L1	NOUSHAD K B L2
1.00ROAD
1.00	2.2.1.A:Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(I) By Manual Means (A) In area of non-thorny jungle	0.01	Hectare	1,76,853.95 ₹1,768.54 Lowest	1,85,696.65 ₹1,856.97
1.00	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	27.52	sqm	323.59 ₹8,905.2 Lowest	339.77 ₹9,350.47
1.00	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	27.39	sqm	418.33 ₹11,458.06 Lowest	439.25 ₹12,031.06
1.00	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	360	sqm	15.79 ₹5,684.4 Lowest	16.58 ₹5,968.8
1.00	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)	360	sqm	302.65 ₹1,08,954 Lowest	317.78 ₹1,14,400.8
1.01	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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	3.36	cum	441.5 ₹1,483.44 Lowest	463.58 ₹1,557.63
1.01	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)	3.36	cum	9,186.73 ₹30,867.41 Lowest	9,646.07 ₹32,410.8

Tender Value

₹1.7 L

EMD Value

₹4,228

Closing Date

3 Nov 2025, 11:00 amClosed

Tender Inviting Organisation

Name

Assistant Engineer ,

Address

Office of the Assistant Engineer, LID and EW Section, Vengola GP.

Work Description

Vengola GP Pro.No.466/2025-26- MULLASSERY ROAD NAVEEKARANAM WARD 3

Tender Information

Tender ID

2025_LSGD_815252_6

Reference Number

10/ET/AE/LID EW/VGLA/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

VENGOLA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT .pdf (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE .pdf (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT .pdf (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM .pdf (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER .pdf (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE .pdf (.pdf)

RequiredFEE REMITTED DETAILS .pdf (.pdf)

RequiredSCANNED COPY OF LICENSE .pdf (.pdf)

RequiredSCANNED COPY OF GST pdf (.pdf)

RequiredTENDER SCHEDULE (BOQ) .XLS (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,228

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

8 Apr 2026

Published

27 Oct 2025

Bid Opening

4 Nov 2025

Download Starts

27 Oct 2025

Download Ends

3 Nov 2025

Submission Starts

27 Oct 2025

Clarification Period

27 Oct 2025 - 3 Nov 2025

BOQ Preview

•

Work Name:Annual Plan-Vengola GP Pro.No.466/2025-26-MULLASSERY ROAD NAVEEKARANAM WARD 3-General Civil Work

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

finance_1364572.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.22 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.72 MB

BOQ_1364572.xls

BOQ • 0.30 MB

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Company

K K MAJEED

L1₹1.7 LAccepted-AOC

NOUSHAD K B

Rejected-Technical

Sl No	Description	Qty	Unit	K K MAJEED L1	NOUSHAD K B L2
1.00ROAD
1.00	2.2.1.A:Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(I) By Manual Means (A) In area of non-thorny jungle	0.01	Hectare	1,76,853.95 ₹1,768.54 Lowest	1,85,696.65 ₹1,856.97
1.00	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	27.52	sqm	323.59 ₹8,905.2 Lowest	339.77 ₹9,350.47
1.00	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	27.39	sqm	418.33 ₹11,458.06 Lowest	439.25 ₹12,031.06
1.00	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	360	sqm	15.79 ₹5,684.4 Lowest	16.58 ₹5,968.8
1.00	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)	360	sqm	302.65 ₹1,08,954 Lowest	317.78 ₹1,14,400.8
1.01	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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	3.36	cum	441.5 ₹1,483.44 Lowest	463.58 ₹1,557.63
1.01	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)	3.36	cum	9,186.73 ₹30,867.41 Lowest	9,646.07 ₹32,410.8

Sl No

Description

Qty

Unit

K K MAJEED

NOUSHAD K B

1.00ROAD

1.00

2.2.1.A:Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(I) By Manual Means (A) In area of non-thorny jungle

0.01

Hectare

1,76,853.95

₹1,768.54

Lowest

1,85,696.65

₹1,856.97

1.00

75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

27.52

sqm

323.59

₹8,905.2

Lowest

339.77

₹9,350.47

1.00

75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

27.39

sqm

418.33

₹11,458.06

Lowest

439.25

₹12,031.06

1.00

75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

360

sqm

15.79

₹5,684.4

Lowest

16.58

₹5,968.8

1.00

75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)

360

sqm

302.65

₹1,08,954

Lowest

317.78

₹1,14,400.8

1.01

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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

3.36

cum

441.5

₹1,483.44

Lowest

463.58

₹1,557.63

1.01

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)

3.36

cum

9,186.73

₹30,867.41

Lowest

9,646.07

₹32,410.8