Kerala

AOC

Works

Civil Works - Roads

GENERAL-LRRP-Sl.No.3396-LRRP- 2024-25 KOCHI LAC (Sl. No. 3396) - ST ANTONYS CHAPEL ROAD SIDE KANA COVER SLABODU KOODE, CHELLANAM GP, ERNAKULAM DISTRICT-2024-25(CMLRRP 2.0)

Local Self Government Department

Chellanam GP | Ernakulam, Kerala

Amount: ₹38.7 LCloses: 29 Sept 2025Closed

Timeline

Published20 Sept 2025
Closed29 Sept 2025
Awarded21 Jun 2026

Bids

Item Rate

2 Bids21 Jun 2026

#	Company	Amount	Rank	Status
1	Ashraf K.A. l1₹38.7 LAccepted-AOC	₹38.7 L	l1	Accepted-AOC OK
2	P.P. Aboobacker l2₹40.7 L+₹2.1 L (5.31%)Rejected-AOC	₹40.7 L+₹2.1 L (5.31%)	l2	Rejected-AOC OK

BoQ Comparative

Line Items (10)

Sl No	Description	Qty	Unit	P.P. Aboobacker L2	Ashraf K.A. L1
1.00St.Antony's Chappel road
1.00	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	1,833	sqm	16.86 ₹30,904.38	16.01 ₹29,346.33 Lowest
1.00	OD161964/2025-2026:MoRD OD - Filling with contractor own earth for available source including cost and conveyance in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.	95.55	cum	993.87 ₹94,964.28	943.73 ₹90,173.4 Lowest
1.00	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	229.85	cum	3,515.22 ₹8,07,973.32	3,337.88 ₹7,67,211.72 Lowest
1.00	OD161966/2025-2026:Pavement Providing and Laying Interlocking Concrete Block of Interlocking Concrete Block Pavements using 80 mm thick M-40 hydraulic blocks of approved size, design and shape laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness etc. all complete as per the direction of Engineer-in-charge.	2,115.2	sqm	1,221.98 ₹25,84,732.1	1,160.33 ₹24,54,330.02 Lowest
1.00	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)	20.64	cum	9,264.24 ₹1,91,213.91	8,796.86 ₹1,81,567.19 Lowest
1.01	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20	3.58	cum	10,412.33 ₹37,234.49	9,887.04 ₹35,356.06 Lowest
1.01	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.32	tonne	1,05,773.54 ₹34,059.08	1,00,437.31 ₹32,340.81 Lowest
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)	27.5	cum	9,674.82 ₹2,66,009.18	9,186.73 ₹2,52,589.14 Lowest
1.01	OD161965/2025-2026:Labour for various works	12	Day	1,187.26 ₹14,247.12	1,127.36 ₹13,528.32 Lowest

Tender Value

₹38.7 L

EMD Value

₹50,000

Closing Date

29 Sept 2025, 11:00 amClosed

Tender Inviting Organisation

Name

AElsgd chellanam

Address

AElsgd chellanam

Work Description

GENERAL-LRRP-Sl.No.3396-LRRP- 2024-25 KOCHI LAC (Sl. No. 3396) - ST ANTONYS CHAPEL ROAD SIDE KANA COVER SLABODU KOODE, CHELLANAM GP, ERNAKULAM DISTRICT-2024-25(CMLRRP 2.0)

Tender Information

Tender ID

2025_LSGD_797427_1

Reference Number

T5/AE/LID EW/CGP/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Wise

Period of Work

240 days

Location

Chellanam GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBid submission letter as per item no 1 part vi (.pdf)

RequiredIntegrity pact certificate as per item no 3 part vi (.pdf)

RequiredPreliminary agreement as per item no 2 part vi (.pdf)

RequiredRequisition for e payment as per item no 6 part vi (.pdf)

RequiredAffidavit as per item no 4 part vi (.pdf)

RequiredBidder valid registration certificate (.pdf)

RequiredBid documents with NIT (.pdf)

RequiredNIT.pdf (.pdf)

RequiredSBD.pdf (.pdf)

Requiredboq.xls (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹50,000

Important Dates

Last Activity

21 Jun 2026

Published

20 Sept 2025

Bid Opening

30 Sept 2025

Download Starts

20 Sept 2025

Download Ends

29 Sept 2025

Submission Starts

20 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_1320893.pdf

PDF

boq_comp_chart.xlsx

xlsx

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 • 0.03 MB

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Company

Ashraf K.A.

l1₹38.7 LAccepted-AOC

P.P. Aboobacker

l2₹40.7 L+₹2.1 L (5.31%)Rejected-AOC

Sl No	Description	Qty	Unit	P.P. Aboobacker L2	Ashraf K.A. L1
1.00St.Antony's Chappel road
1.00	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	1,833	sqm	16.86 ₹30,904.38	16.01 ₹29,346.33 Lowest
1.00	OD161964/2025-2026:MoRD OD - Filling with contractor own earth for available source including cost and conveyance in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.	95.55	cum	993.87 ₹94,964.28	943.73 ₹90,173.4 Lowest
1.00	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	229.85	cum	3,515.22 ₹8,07,973.32	3,337.88 ₹7,67,211.72 Lowest
1.00	OD161966/2025-2026:Pavement Providing and Laying Interlocking Concrete Block of Interlocking Concrete Block Pavements using 80 mm thick M-40 hydraulic blocks of approved size, design and shape laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness etc. all complete as per the direction of Engineer-in-charge.	2,115.2	sqm	1,221.98 ₹25,84,732.1	1,160.33 ₹24,54,330.02 Lowest
1.00	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)	20.64	cum	9,264.24 ₹1,91,213.91	8,796.86 ₹1,81,567.19 Lowest
1.01	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20	3.58	cum	10,412.33 ₹37,234.49	9,887.04 ₹35,356.06 Lowest
1.01	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.32	tonne	1,05,773.54 ₹34,059.08	1,00,437.31 ₹32,340.81 Lowest
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)	27.5	cum	9,674.82 ₹2,66,009.18	9,186.73 ₹2,52,589.14 Lowest
1.01	OD161965/2025-2026:Labour for various works	12	Day	1,187.26 ₹14,247.12	1,127.36 ₹13,528.32 Lowest

Sl No

Description

Qty

Unit

P.P. Aboobacker

Ashraf K.A.

1.00St.Antony's Chappel road

1.00

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

1,833

sqm

16.86

₹30,904.38

16.01

₹29,346.33

Lowest

1.00

OD161964/2025-2026:MoRD OD - Filling with contractor own earth for available source including cost and conveyance in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.

95.55

cum

993.87

₹94,964.28

943.73

₹90,173.4

Lowest

1.00

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

229.85

cum

3,515.22

₹8,07,973.32

3,337.88

₹7,67,211.72

Lowest

1.00

OD161966/2025-2026:Pavement Providing and Laying Interlocking Concrete Block of Interlocking Concrete Block Pavements using 80 mm thick M-40 hydraulic blocks of approved size, design and shape laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness etc. all complete as per the direction of Engineer-in-charge.

2,115.2

sqm

1,221.98

₹25,84,732.1

1,160.33

₹24,54,330.02

Lowest

1.00

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

20.64

cum

9,264.24

₹1,91,213.91

8,796.86

₹1,81,567.19

Lowest

1.01

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

3.58

cum

10,412.33

₹37,234.49

9,887.04

₹35,356.06

Lowest

1.01

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

0.32

tonne

1,05,773.54

₹34,059.08

1,00,437.31

₹32,340.81

Lowest

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)

27.5

cum

9,674.82

₹2,66,009.18

9,186.73

₹2,52,589.14

Lowest

1.01

OD161965/2025-2026:Labour for various works

Day

1,187.26

₹14,247.12

1,127.36

₹13,528.32

Lowest