Kerala

AOC

Works

Civil Works - Roads

GENERAL RM 2025 26 RC 2 Phase 1 Zone III One year Running Contract for various PWD Roads under road section Manjeshwar in Kasaragod Distrcict 4 roads stretches for a length of 15.480 km General Civil Work

Public Works Department

Manjeswar | Kasaragod, Kerala

Amount: ₹93.2 LCloses: 27 Sept 2025Closed

Timeline

Published19 Sept 2025
Closed27 Sept 2025
Awarded1 Nov 2025

Bids

Item Rate

3 Bids1 Nov 2025

#	Company	Amount	Rank	Status
1	HASHIM M L1₹84.2 LAccepted-AOC	₹84.2 L	L1	Accepted-AOC L1
2	ABDUL KHADER V P L2₹85.9 L+₹1.7 L (2.02%)Rejected-Finance	₹85.9 L+₹1.7 L (2.02%)	L2	Rejected-Finance L2
3	MOHAMMED HANEEF Rejected-Technical	-	-	Rejected-Technical L3

BoQ Comparative

Line Items (39)

Sl No	Description	Qty	Unit	MOHAMMED HANEEF L3	HASHIM M L1	ABDUL KHADER V P L2
1.00APPENDIX-A- REACTIVE MAINTENANCE( INITIAL RECTIFICATION WORK)
1.00	3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means	1,130.5	sqm	5.63 ₹6,364.72	5.4 ₹6,104.7 Lowest	5.51 ₹6,229.06
1.00	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	98.8	cum	3,189.11 ₹3,15,084.07	3,060.34 ₹3,02,361.59 Lowest	3,122.36 ₹3,08,489.17
1.00	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	302.65	cum	3,245.75 ₹9,82,326.24	3,114.69 ₹9,42,660.93 Lowest	3,177.81 ₹9,61,764.2
1.00	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	3,026.5	sqm	59.38 ₹1,79,713.57	56.99 ₹1,72,480.24 Lowest	58.14 ₹1,75,960.71
1.00	5.8.b:Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder (VG 30) laid on the prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. Grading II - 13 mm nominal chipping size.	3,026.5	sqm	84.51 ₹2,55,769.52	81.1 ₹2,45,449.15 Lowest	82.74 ₹2,50,412.61
1.01	5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.	9,500	sqm	11.51 ₹1,09,345	11.04 ₹1,04,880 Lowest	11.26 ₹1,06,970
1.01	OD90476/2025-2026:Mixed seal surfacing Providing and Rolling of close graded pre mix surfacing material of 20mm thickness composed of 11.2mm to 9mm(Type A) aggregate using bitumen VG 30 to required line, grade and level to serve as wearing coarse on a previously prepared base, including mixed in suitable plant and rolling with static roller 8-10KN and finished to required level and grade as per technical specification	9,500	sqm	262.53 ₹24,94,035	251.93 ₹23,93,335 Lowest	257.03 ₹24,41,785
1.01	8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.	200	sqm	476.15 ₹95,230	456.92 ₹91,384 Lowest	466.18 ₹93,236
1.01	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.	2,000	cum	46.84 ₹93,680	44.95 ₹89,900 Lowest	45.85 ₹91,700

Tender Value

₹93.2 L

EMD Value

₹50,000

Closing Date

27 Sept 2025, 3:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer

Address

Office of the Superintending Engineer, PWD Roads , North Circle, Kozhikode

Work Description

GENERAL RM 2025 26 RC 2 Phase 1 Zone III One year Running Contract for various PWD Roads under road section Manjeshwar in Kasaragod Distrcict 4 roads stretches for a length of 15.480 km General Civil Work

Tender Information

Tender ID

2025_PWD_799809_1

Reference Number

PWD/RB/TR/13169/2025_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

360 days

Location

Manjeswar

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of bid Security Remittance and bid Submission fee Remittance (should be less 1MB) (.pdf)

RequiredScanned copy of bid submission letter as per item no 1 Part VI(Duly filled and should be less 1MB) (.pdf)

RequiredScan copy of Integrity pact certificate as per item no 3 Part VI(Duly filled and should be less1MB) (.pdf)

RequiredPreliminary agmt and Affidavit as per item no 2,no 4 Part VI (Duly filled,less than 1MB) (.pdf)

RequiredE-payment as per item no 6 Part VI and Valid Registration certificate, PAN card less than 1MB (.pdf)

RequiredScanned copy of Bid documents with NIT(Duly filled and should be less than 1MB)(SBD and NIT) (.pdf)

RequiredScanned copy of invoice and challan of GST amount paid to the GST department directly (less than 1MB (.pdf)

RequiredBOQ(Schedule) (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Nov 2025

Published

19 Sept 2025

Bid Opening

29 Sept 2025

Download Starts

19 Sept 2025

Download Ends

27 Sept 2025

Submission Starts

19 Sept 2025

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_1326442.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

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Company

HASHIM M

L1₹84.2 LAccepted-AOC

ABDUL KHADER V P

L2₹85.9 L+₹1.7 L (2.02%)Rejected-Finance

MOHAMMED HANEEF

Rejected-Technical

Sl No	Description	Qty	Unit	MOHAMMED HANEEF L3	HASHIM M L1	ABDUL KHADER V P L2
1.00APPENDIX-A- REACTIVE MAINTENANCE( INITIAL RECTIFICATION WORK)
1.00	3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means	1,130.5	sqm	5.63 ₹6,364.72	5.4 ₹6,104.7 Lowest	5.51 ₹6,229.06
1.00	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	98.8	cum	3,189.11 ₹3,15,084.07	3,060.34 ₹3,02,361.59 Lowest	3,122.36 ₹3,08,489.17
1.00	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	302.65	cum	3,245.75 ₹9,82,326.24	3,114.69 ₹9,42,660.93 Lowest	3,177.81 ₹9,61,764.2
1.00	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	3,026.5	sqm	59.38 ₹1,79,713.57	56.99 ₹1,72,480.24 Lowest	58.14 ₹1,75,960.71
1.00	5.8.b:Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder (VG 30) laid on the prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. Grading II - 13 mm nominal chipping size.	3,026.5	sqm	84.51 ₹2,55,769.52	81.1 ₹2,45,449.15 Lowest	82.74 ₹2,50,412.61
1.01	5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.	9,500	sqm	11.51 ₹1,09,345	11.04 ₹1,04,880 Lowest	11.26 ₹1,06,970
1.01	OD90476/2025-2026:Mixed seal surfacing Providing and Rolling of close graded pre mix surfacing material of 20mm thickness composed of 11.2mm to 9mm(Type A) aggregate using bitumen VG 30 to required line, grade and level to serve as wearing coarse on a previously prepared base, including mixed in suitable plant and rolling with static roller 8-10KN and finished to required level and grade as per technical specification	9,500	sqm	262.53 ₹24,94,035	251.93 ₹23,93,335 Lowest	257.03 ₹24,41,785
1.01	8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.	200	sqm	476.15 ₹95,230	456.92 ₹91,384 Lowest	466.18 ₹93,236
1.01	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.	2,000	cum	46.84 ₹93,680	44.95 ₹89,900 Lowest	45.85 ₹91,700

Sl No

Description

Qty

Unit

MOHAMMED HANEEF

HASHIM M

ABDUL KHADER V P

1.00APPENDIX-A- REACTIVE MAINTENANCE( INITIAL RECTIFICATION WORK)

1.00

3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means

1,130.5

sqm

5.63

₹6,364.72

5.4

₹6,104.7

Lowest

5.51

₹6,229.06

1.00

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

98.8

cum

3,189.11

₹3,15,084.07

3,060.34

₹3,02,361.59

Lowest

3,122.36

₹3,08,489.17

1.00

4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

302.65

cum

3,245.75

₹9,82,326.24

3,114.69

₹9,42,660.93

Lowest

3,177.81

₹9,61,764.2

1.00

5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

3,026.5

sqm

59.38

₹1,79,713.57

56.99

₹1,72,480.24

Lowest

58.14

₹1,75,960.71

1.00

5.8.b:Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder (VG 30) laid on the prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. Grading II - 13 mm nominal chipping size.

3,026.5

sqm

84.51

₹2,55,769.52

81.1

₹2,45,449.15

Lowest

82.74

₹2,50,412.61

1.01

5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

9,500

sqm

11.51

₹1,09,345

11.04

₹1,04,880

Lowest

11.26

₹1,06,970

1.01

OD90476/2025-2026:Mixed seal surfacing Providing and Rolling of close graded pre mix surfacing material of 20mm thickness composed of 11.2mm to 9mm(Type A) aggregate using bitumen VG 30 to required line, grade and level to serve as wearing coarse on a previously prepared base, including mixed in suitable plant and rolling with static roller 8-10KN and finished to required level and grade as per technical specification

9,500

sqm

262.53

₹24,94,035

251.93

₹23,93,335

Lowest

257.03

₹24,41,785

1.01

8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.

200

sqm

476.15

₹95,230

456.92

₹91,384

Lowest

466.18

₹93,236

1.01

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.

2,000

cum

46.84

₹93,680

44.95

₹89,900

Lowest

45.85

₹91,700