Tender ID

Kerala

AOC

Works

Civil Works - Roads

152/25 CHERIPARAMBAN HAMSA ROAD RESTORATION in ward 8

Local Self Government Department

AE PALLIKKAL | Malappuram, Kerala

Amount: ₹3.2 LCloses: 12 Dec 2024Closed

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Timeline

Published5 Dec 2024
Closed12 Dec 2024
Awarded25 Oct 2025

Bids

Item Rate

2 Bids25 Oct 2025

#	Company	Amount	Rank	Status
1	K.K. UMMER KOYA 1₹3.5 LAccepted-AOC	₹3.5 L	1	Accepted-AOC 1
2	K.O. ABDUL RAZAK 2₹3.6 L+₹13,672.09 (3.92%)Rejected-AOC	₹3.6 L+₹13,672.09 (3.92%)	2	Rejected-AOC 2

BoQ Comparative

Line Items (8)

Sl No	Description	Qty	Unit	K.K. UMMER KOYA L2	K.O. ABDUL RAZAK L1
1.00CHERIPARAMBAN HAMSA ROAD RESTORATION in ward 8
1.00	OD194052/2024-2025:OD from 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All classes of Soil	30	cum	255 ₹7,650	246.57 ₹7,397.1 Lowest
1.00	OD194010/2024-2025:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	12	cum	1,071 ₹12,852	1,033.3 ₹12,399.6 Lowest
1.00	OD194065/2024-2025:PROVIDING PLAIN CEMENT CONCRETE FOR ROAD WORK CC 1:2:4 laid to required slope including all cost and conveysances ( without form work)	15	cum	9,161 ₹1,37,415	8,832.48 ₹1,32,487.2 Lowest
1.00	5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)	38.4	sqm	405 ₹15,552	391.47 ₹15,032.45 Lowest
1.00	5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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.	38.98	sqm	312 ₹12,161.76	299.9 ₹11,690.1 Lowest
1.01	5.2.1a:Tack Coat 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.	600	sqm	17 ₹10,200	13.36 ₹8,016 Lowest
1.01	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)	600	sqm	275 ₹1,65,000	267.02 ₹1,60,212 Lowest
1.01	OD194011/2024-2025:Name board for Granite	1	each	1,745 ₹1,745	1,669.22 ₹1,669.22 Lowest

Tender Value

₹3.2 L

EMD Value

₹7,937

Closing Date

12 Dec 2024, 5:00 pmClosed

Tender Inviting Organisation

Name

AE PALLIKKAL

Address

AE PALLIKKAL

Work Description

ROAD WORK

Tender Information

Tender ID

2024_LSGD_712818_7

Reference Number

6/AE/LSGD/PKL/2023-24

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

270 days

Location

AE PALLIKKAL

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredPRE AGREEMENT (.pdf)

RequiredFOT (.pdf)

RequiredAFFDVT AND INTEGRTY (.pdf)

RequiredSBD AND NIT (.pdf)

RequiredEAPAY (.pdf)

Fee & Financial Details

Tender Fee Amount

₹700

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹7,937

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

25 Oct 2025

Published

5 Dec 2024

Bid Opening

16 Dec 2024

Download Starts

5 Dec 2024

Download Ends

12 Dec 2024

Submission Starts

5 Dec 2024

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_1122045.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

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Company

K.K. UMMER KOYA

1₹3.5 LAccepted-AOC

K.O. ABDUL RAZAK

2₹3.6 L+₹13,672.09 (3.92%)Rejected-AOC

Sl No	Description	Qty	Unit	K.K. UMMER KOYA L2	K.O. ABDUL RAZAK L1
1.00CHERIPARAMBAN HAMSA ROAD RESTORATION in ward 8
1.00	OD194052/2024-2025:OD from 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All classes of Soil	30	cum	255 ₹7,650	246.57 ₹7,397.1 Lowest
1.00	OD194010/2024-2025:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	12	cum	1,071 ₹12,852	1,033.3 ₹12,399.6 Lowest
1.00	OD194065/2024-2025:PROVIDING PLAIN CEMENT CONCRETE FOR ROAD WORK CC 1:2:4 laid to required slope including all cost and conveysances ( without form work)	15	cum	9,161 ₹1,37,415	8,832.48 ₹1,32,487.2 Lowest
1.00	5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)	38.4	sqm	405 ₹15,552	391.47 ₹15,032.45 Lowest
1.00	5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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.	38.98	sqm	312 ₹12,161.76	299.9 ₹11,690.1 Lowest
1.01	5.2.1a:Tack Coat 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.	600	sqm	17 ₹10,200	13.36 ₹8,016 Lowest
1.01	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)	600	sqm	275 ₹1,65,000	267.02 ₹1,60,212 Lowest
1.01	OD194011/2024-2025:Name board for Granite	1	each	1,745 ₹1,745	1,669.22 ₹1,669.22 Lowest

Sl No

Description

Qty

Unit

K.K. UMMER KOYA

K.O. ABDUL RAZAK

1.00CHERIPARAMBAN HAMSA ROAD RESTORATION in ward 8

1.00

OD194052/2024-2025:OD from 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All classes of Soil

cum

255

₹7,650

246.57

₹7,397.1

Lowest

1.00

OD194010/2024-2025:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

cum

1,071

₹12,852

1,033.3

₹12,399.6

Lowest

1.00

OD194065/2024-2025:PROVIDING PLAIN CEMENT CONCRETE FOR ROAD WORK CC 1:2:4 laid to required slope including all cost and conveysances ( without form work)

cum

9,161

₹1,37,415

8,832.48

₹1,32,487.2

Lowest

1.00

5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)

38.4

sqm

405

₹15,552

391.47

₹15,032.45

Lowest

1.00

5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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.

38.98

sqm

312

₹12,161.76

299.9

₹11,690.1

Lowest

1.01

5.2.1a:Tack Coat 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.

600

sqm

₹10,200

13.36

₹8,016

Lowest

1.01

5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)

600

sqm

275

₹1,65,000

267.02

₹1,60,212

Lowest

1.01

OD194011/2024-2025:Name board for Granite

each

1,745

₹1,745

1,669.22

₹1,669.22

Lowest