Tender ID

Kerala

AOC

Works

Civil Works - Roads

GENERAL-KyIP-MPLADS - 2024-25-Construction of Kozhukkallur PuliyathingalColony Road- Bhavana Center Road in Meppayur Grama Panchayath, Kozhikode District.-General Civil Work

Irrigation Department

Meppayur | Kozhikode, Kerala

Amount: ₹33.9 LCloses: 2 Aug 2025Closed

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Timeline

Published25 Jul 2025
Closed2 Aug 2025
Technical Evaluation16 Sept 2025
Financial Evaluation16 Sept 2025
Awarded22 Sept 2025

Bids

Item Rate

3 Bids22 Sept 2025

#	Company	Amount	Rank	Status
1	KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251 L1₹33.2 LAccepted-AOC KAYANNA BAZAR KAYANNA P O KOZHIKODE	₹33.2 L	L1	Accepted-AOC L1,AS PER PRICE PREFERENCE
2	BAIJU L2₹31.8 L−₹1.4 L (4.19%)Rejected-AOC 22045 R 100 M S PANJIPILLAI GINDADA P O KERALA \| IDUKKI \| KERALA \| 685501	₹31.8 L−₹1.4 L (4.19%)	L2	Rejected-AOC L2
3	RLCCS ltd L3₹33.5 L+₹31,349.18 (0.94%)Rejected-AOC KALPATHUR	₹33.5 L+₹31,349.18 (0.94%)	L3	Rejected-AOC L3

BoQ Comparative

Line Items (19)

Sl No	Description	Qty	Unit	KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251 L2	RLCCS ltd L3	BAIJU L1
1.00ROAD WORK
1.00	3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.	288	cum	15.22 ₹4,383.36 Lowest	67.87 ₹19,546.56	63.67 ₹18,336.96
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	192	cum	3,175 ₹6,09,600	3,311 ₹6,35,712	3,106.16 ₹5,96,382.72 Lowest
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.	249.6	cum	3,300 ₹8,23,680	3,371 ₹8,41,401.6	3,162.42 ₹7,89,340.03 Lowest
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.	1,664	sqm	78 ₹1,29,792	63.08 ₹1,04,965.12	59.17 ₹98,458.88 Lowest
1.00	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.	1,664	sqm	18.25 ₹30,368	12.22 ₹20,334.08	11.46 ₹19,069.44 Lowest
1.01	5.9.1.a:Providing, laying and rolling of open-graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscosity Grade paving Bitumen( VG -30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to the required level and grades.	1,664	sqm	205 ₹3,41,120	162.44 ₹2,70,300.16	152.37 ₹2,53,543.68 Lowest
1.01	5.10.1.a:Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade, and cross fall using crushed stone chipping of 6.7 mm size and bitumen (VG-30) @ 9.8 kg per 10 sqm	1,664	sqm	80.25 ₹1,33,536	83.79 ₹1,39,426.56	78.59 ₹1,30,773.76 Lowest
1.01	13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m	38.4	cum	7,850 ₹3,01,440	7,750 ₹2,97,600 Lowest	7,760.49 ₹2,98,002.82
2.00Guard stone

Tender Value

₹33.9 L

EMD Value

₹50,000

Closing Date

2 Aug 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

O/O Executive Engineer ,KyIP Division Perambra

Work Description

GENERAL-KyIP-MPLADS - 2024-25-Construction of Kozhukkallur PuliyathingalColony Road- Bhavana Center Road in Meppayur Grama Panchayath, Kozhikode District.-General Civil Work

Tender Information

Tender ID

2025_Irrig_774208_2

Reference Number

IRR/PI/TR/2436/2024_5_6_4/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Meppayur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredDuly filled preliminary agreement in plain paper in the prescribed format. (.pdf)

RequiredScanned attested copy of Registration Certificate showing validity and switch over to new system (.pdf)

RequiredTender documents including Form 83, 84 etc. downloaded from the website (.pdf)

RequiredSigned and Scanned copy of E-Payment details, Tender Fee Details ,Bid security Details (.pdf)

RequiredSigned and Scanned copy of Affidavict and Integrity Pact (.pdf)

RequiredSigned and Scanned copy of Form of Tender and valid GST registration certificate (.pdf)

RequiredBOQ (.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

17 Oct 2025

Published

25 Jul 2025

Bid Opening

4 Aug 2025

Download Starts

25 Jul 2025

Download Ends

2 Aug 2025

Submission Starts

25 Jul 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

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

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Company

KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251

L1₹33.2 LAccepted-AOC

KAYANNA BAZAR KAYANNA P O KOZHIKODE

BAIJU

L2₹31.8 L−₹1.4 L (4.19%)Rejected-AOC

22045 R 100 M S PANJIPILLAI GINDADA P O KERALA | IDUKKI | KERALA | 685501

RLCCS ltd

L3₹33.5 L+₹31,349.18 (0.94%)Rejected-AOC

KALPATHUR

Sl No	Description	Qty	Unit	KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251 L2	RLCCS ltd L3	BAIJU L1
1.00ROAD WORK
1.00	3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.	288	cum	15.22 ₹4,383.36 Lowest	67.87 ₹19,546.56	63.67 ₹18,336.96
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	192	cum	3,175 ₹6,09,600	3,311 ₹6,35,712	3,106.16 ₹5,96,382.72 Lowest
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.	249.6	cum	3,300 ₹8,23,680	3,371 ₹8,41,401.6	3,162.42 ₹7,89,340.03 Lowest
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.	1,664	sqm	78 ₹1,29,792	63.08 ₹1,04,965.12	59.17 ₹98,458.88 Lowest
1.00	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.	1,664	sqm	18.25 ₹30,368	12.22 ₹20,334.08	11.46 ₹19,069.44 Lowest
1.01	5.9.1.a:Providing, laying and rolling of open-graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscosity Grade paving Bitumen( VG -30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to the required level and grades.	1,664	sqm	205 ₹3,41,120	162.44 ₹2,70,300.16	152.37 ₹2,53,543.68 Lowest
1.01	5.10.1.a:Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade, and cross fall using crushed stone chipping of 6.7 mm size and bitumen (VG-30) @ 9.8 kg per 10 sqm	1,664	sqm	80.25 ₹1,33,536	83.79 ₹1,39,426.56	78.59 ₹1,30,773.76 Lowest
1.01	13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m	38.4	cum	7,850 ₹3,01,440	7,750 ₹2,97,600 Lowest	7,760.49 ₹2,98,002.82
2.00Guard stone

Sl No

Description

Qty

Unit

KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251

RLCCS ltd

BAIJU

1.00ROAD WORK

1.00

3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.

288

cum

15.22

₹4,383.36

Lowest

67.87

₹19,546.56

63.67

₹18,336.96

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

192

cum

3,175

₹6,09,600

3,311

₹6,35,712

3,106.16

₹5,96,382.72

Lowest

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.

249.6

cum

3,300

₹8,23,680

3,371

₹8,41,401.6

3,162.42

₹7,89,340.03

Lowest

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.

1,664

sqm

₹1,29,792

63.08

₹1,04,965.12

59.17

₹98,458.88

Lowest

1.00

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.

1,664

sqm

18.25

₹30,368

12.22

₹20,334.08

11.46

₹19,069.44

Lowest

1.01

5.9.1.a:Providing, laying and rolling of open-graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscosity Grade paving Bitumen( VG -30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to the required level and grades.

1,664

sqm

205

₹3,41,120

162.44

₹2,70,300.16

152.37

₹2,53,543.68

Lowest

1.01

5.10.1.a:Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade, and cross fall using crushed stone chipping of 6.7 mm size and bitumen (VG-30) @ 9.8 kg per 10 sqm

1,664

sqm

80.25

₹1,33,536

83.79

₹1,39,426.56

78.59

₹1,30,773.76

Lowest

1.01

13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m

38.4

cum

7,850

₹3,01,440

7,750

₹2,97,600

Lowest

7,760.49

₹2,98,002.82

2.00Guard stone