Kerala

AOC

Works

Civil Works - Roads

Annual Plan-Kuttiady GP(2025-26)Nittor Vyavasayakendram Mandapamulla parambu mukku Athirthi road-Pro No 282/25-26- General Civil Work

Local Self Government Department

kuttiadi gp | Kozhikode, Kerala

Amount: ₹13.6 LCloses: 15 Sept 2025Closed

Timeline

Published29 Aug 2025
Closed15 Sept 2025
Technical Evaluation21 Oct 2025
Awarded9 Sept 2026

Bids

Item Rate

4 Bids9 Sept 2026

#	Company	Amount	Rank	Status
1	WILSONTHOMAS L1₹11.8 LAccepted-AOC	₹11.8 L	L1	Accepted-AOC LOWEST ACCEPTED
2	MANOJAN M K Rejected-Technical	-	-	Rejected-Technical 1
3	SHAJI V M Rejected-Technical	-	-	Rejected-Technical 1
4	shyjith e k Rejected-Technical	-	-	Rejected-Technical 1

BoQ Comparative

Line Items (18)

Sl No	Description	Qty	Unit	shyjith e k L4	WILSONTHOMAS L1	MANOJAN M K L2	SHAJI V M L3
1.00Road.
1.00	OD54428/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil (Modified 2.8.1 of DSR)	102.4	cum	349.78 ₹35,817.47	304.31 ₹31,161.34 Lowest	315.15 ₹32,271.36	345 ₹35,328
1.00	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	12.8	cum	8,401.36 ₹1,07,537.41	7,309.18 ₹93,557.5 Lowest	7,569.63 ₹96,891.26	8,290 ₹1,06,112
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)	35.84	cum	8,210.4 ₹2,94,260.74	7,143.05 ₹2,56,006.91 Lowest	7,397.57 ₹2,65,128.91	8,103 ₹2,90,411.52
1.00	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)	7.44	cum	8,574.28 ₹63,792.64	7,459.62 ₹55,499.57 Lowest	7,725.43 ₹57,477.2	8,462.5 ₹62,961
1.00	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	19.2	cum	9,227.9 ₹1,77,175.68	8,028.27 ₹1,54,142.78 Lowest	8,314.34 ₹1,59,635.33	9,107 ₹1,74,854.4
1.01	12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202	2.3	tonne	94,197.71 ₹2,17,031.52	81,952.01 ₹1,88,817.43 Lowest	84,872.14 ₹1,95,545.41	92,972 ₹2,14,207.49
1.01	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	4.6	sqm	70.43 ₹323.98	13 ₹59.79 Lowest	63.46 ₹291.92	14.75 ₹67.85
1.01	3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	14	cum	609.86 ₹8,538.04	530.62 ₹7,428.7 Lowest	549.48 ₹7,692.72	601 ₹8,414
1.01	OD54567/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material(Using departmental material vide ref 4.1.A.1)	2.76	cum	3,075.53 ₹8,488.46	205.18 ₹566.3 Lowest	2,771.05 ₹7,648.1	232 ₹640.32

Tender Value

₹13.6 L

EMD Value

₹33,892

Closing Date

15 Sept 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

Address

LID EW

Work Description

CIVIL WORK

Tender Information

Tender ID

2025_LSGD_792427_1

Reference Number

17/AE/LSGD/2024/KTDY

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

kuttiadi gp

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredFILLED AND SIGNED COPY OF AFFIDAVIT (.pdf)

RequiredFILLED AND SIGNED COPY OF PA (.pdf)

RequiredFILLED AND SIGNED COPY OF EPAYEMENT (.pdf)

RequiredFILLED AND SIGNED COPY OF FOT (.pdf)

RequiredFILLED AND SIGNED COPY OF FEE (.pdf)

RequiredSBD (.pdf)

RequiredBOQ (.xls)

RequiredFILLED AND SIGNED COPY OF INTGRITYPACT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹33,892

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

9 Sept 2026

Published

29 Aug 2025

Bid Opening

17 Sept 2025

Download Starts

29 Aug 2025

Download Ends

15 Sept 2025

Submission Starts

29 Aug 2025

Clarification Period

29 Aug 2025 - 15 Sept 2025

Stage Documents

Stage Summary Snapshot

stage.html

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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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Company

WILSONTHOMAS

L1₹11.8 LAccepted-AOC

MANOJAN M K

Rejected-Technical

SHAJI V M

Rejected-Technical

shyjith e k

Rejected-Technical

Sl No	Description	Qty	Unit	shyjith e k L4	WILSONTHOMAS L1	MANOJAN M K L2	SHAJI V M L3
1.00Road.
1.00	OD54428/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil (Modified 2.8.1 of DSR)	102.4	cum	349.78 ₹35,817.47	304.31 ₹31,161.34 Lowest	315.15 ₹32,271.36	345 ₹35,328
1.00	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	12.8	cum	8,401.36 ₹1,07,537.41	7,309.18 ₹93,557.5 Lowest	7,569.63 ₹96,891.26	8,290 ₹1,06,112
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)	35.84	cum	8,210.4 ₹2,94,260.74	7,143.05 ₹2,56,006.91 Lowest	7,397.57 ₹2,65,128.91	8,103 ₹2,90,411.52
1.00	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)	7.44	cum	8,574.28 ₹63,792.64	7,459.62 ₹55,499.57 Lowest	7,725.43 ₹57,477.2	8,462.5 ₹62,961
1.00	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	19.2	cum	9,227.9 ₹1,77,175.68	8,028.27 ₹1,54,142.78 Lowest	8,314.34 ₹1,59,635.33	9,107 ₹1,74,854.4
1.01	12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202	2.3	tonne	94,197.71 ₹2,17,031.52	81,952.01 ₹1,88,817.43 Lowest	84,872.14 ₹1,95,545.41	92,972 ₹2,14,207.49
1.01	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	4.6	sqm	70.43 ₹323.98	13 ₹59.79 Lowest	63.46 ₹291.92	14.75 ₹67.85
1.01	3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	14	cum	609.86 ₹8,538.04	530.62 ₹7,428.7 Lowest	549.48 ₹7,692.72	601 ₹8,414
1.01	OD54567/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material(Using departmental material vide ref 4.1.A.1)	2.76	cum	3,075.53 ₹8,488.46	205.18 ₹566.3 Lowest	2,771.05 ₹7,648.1	232 ₹640.32

Sl No

Description

Qty

Unit

shyjith e k

WILSONTHOMAS

MANOJAN M K

SHAJI V M

1.00Road.

1.00

OD54428/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil (Modified 2.8.1 of DSR)

102.4

cum

349.78

₹35,817.47

304.31

₹31,161.34

Lowest

315.15

₹32,271.36

345

₹35,328

1.00

11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

12.8

cum

8,401.36

₹1,07,537.41

7,309.18

₹93,557.5

Lowest

7,569.63

₹96,891.26

8,290

₹1,06,112

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)

35.84

cum

8,210.4

₹2,94,260.74

7,143.05

₹2,56,006.91

Lowest

7,397.57

₹2,65,128.91

8,103

₹2,90,411.52

1.00

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)

7.44

cum

8,574.28

₹63,792.64

7,459.62

₹55,499.57

Lowest

7,725.43

₹57,477.2

8,462.5

₹62,961

1.00

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

19.2

cum

9,227.9

₹1,77,175.68

8,028.27

₹1,54,142.78

Lowest

8,314.34

₹1,59,635.33

9,107

₹1,74,854.4

1.01

12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

2.3

tonne

94,197.71

₹2,17,031.52

81,952.01

₹1,88,817.43

Lowest

84,872.14

₹1,95,545.41

92,972

₹2,14,207.49

1.01

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.

4.6

sqm

70.43

₹323.98

₹59.79

Lowest

63.46

₹291.92

14.75

₹67.85

1.01

3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

cum

609.86

₹8,538.04

530.62

₹7,428.7

Lowest

549.48

₹7,692.72

601

₹8,414

1.01

OD54567/2025-2026: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(Using departmental material vide ref 4.1.A.1)

2.76

cum

3,075.53

₹8,488.46

205.18

₹566.3

Lowest

2,771.05

₹7,648.1

232

₹640.32