Kerala

AOC

Works

Civil Works - Roads

Annual Plan-VAZHIKKADAVU GP150 2024-25 Moonnumkoodiyodam randupuzha mukk road

Local Self Government Department

Vazhikkadavu GP | Malappuram, Kerala

Amount: ₹12.7 LCloses: 17 Sept 2025Closed

Timeline

Published30 Aug 2025
Closed17 Sept 2025
Awarded2 Jul 2026

Bids

Item Rate

2 Bids2 Jul 2026

#	Company	Amount	Rank	Status
1	Sabeer L1₹12.0 LAccepted-AOC	₹12.0 L	L1	Accepted-AOC L1
2	SAFEER MON VP Rejected-Technical	-	-	Rejected-Technical L2

BoQ Comparative

Line Items (15)

Sl No	Description	Qty	Unit	Sabeer L1	SAFEER MON VP L2
1.00Moonnumkoodiyodam randupuzha mukk road
1.00	OD178234/2025-2026:OD From DAR 2.8.1 - 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.	32.5	cum	323.98 ₹10,529.35 Lowest	328.66 ₹10,681.45
1.00	OD41546/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 (Excluding form work)	5.01	cum	7,486.99 ₹37,509.82 Lowest	7,590.69 ₹38,029.36
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)	10.96	cum	7,605.41 ₹83,355.29 Lowest	7,714.86 ₹84,554.87
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)	1.1	cum	7,942.69 ₹8,736.96 Lowest	8,056.77 ₹8,862.45
1.00	12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20	3.92	cum	9,039.46 ₹35,434.68 Lowest	9,171.17 ₹35,950.99
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	0.47	tonne	87,261.55 ₹41,012.93 Lowest	88,512.36 ₹41,600.81
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.	414	sqm	13.83 ₹5,725.62 Lowest	14.04 ₹5,812.56
1.01	4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel	8.4	cum	2,155.79 ₹18,108.64 Lowest	2,186.98 ₹18,370.63
1.01	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.	64	sqm	278.02 ₹17,793.28 Lowest	282.13 ₹18,056.32

Tender Value

₹12.7 L

EMD Value

₹31,766

Closing Date

17 Sept 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

Office of Assistant Engineer LSGD Section Vazhikkadavu GP

Work Description

Annual Plan-VAZHIKKADAVU GP150 2024-25 Moonnumkoodiyodam randupuzha mukk road

Tender Information

Tender ID

2025_LSGD_792821_3

Reference Number

EWC1/04-1/ET/AE/VKD/25-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

Vazhikkadavu 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

RequiredBOQ (.xls)

RequiredAFFIDAVIT (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredE-PAYMENT FORM (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredMERGED NIT AND SBD (.pdf)

RequiredBID SUBMISSION FEE AND BID SECURITY FORM (.pdf)

RequiredBIDDER VALID REGISTRATION CERTIFICATION (.pdf)

RequiredINTEGRITY PACT (.pdf)

RequiredMERGED GST PAN AND AADHAR CARDS (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹31,766

Important Dates

Last Activity

2 Jul 2026

Published

30 Aug 2025

Bid Opening

19 Sept 2025

Download Starts

30 Aug 2025

Download Ends

17 Sept 2025

Submission Starts

30 Aug 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_1308862.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

Sabeer

L1₹12.0 LAccepted-AOC

SAFEER MON VP

Rejected-Technical

Sl No	Description	Qty	Unit	Sabeer L1	SAFEER MON VP L2
1.00Moonnumkoodiyodam randupuzha mukk road
1.00	OD178234/2025-2026:OD From DAR 2.8.1 - 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.	32.5	cum	323.98 ₹10,529.35 Lowest	328.66 ₹10,681.45
1.00	OD41546/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 (Excluding form work)	5.01	cum	7,486.99 ₹37,509.82 Lowest	7,590.69 ₹38,029.36
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)	10.96	cum	7,605.41 ₹83,355.29 Lowest	7,714.86 ₹84,554.87
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)	1.1	cum	7,942.69 ₹8,736.96 Lowest	8,056.77 ₹8,862.45
1.00	12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20	3.92	cum	9,039.46 ₹35,434.68 Lowest	9,171.17 ₹35,950.99
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	0.47	tonne	87,261.55 ₹41,012.93 Lowest	88,512.36 ₹41,600.81
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.	414	sqm	13.83 ₹5,725.62 Lowest	14.04 ₹5,812.56
1.01	4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel	8.4	cum	2,155.79 ₹18,108.64 Lowest	2,186.98 ₹18,370.63
1.01	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.	64	sqm	278.02 ₹17,793.28 Lowest	282.13 ₹18,056.32

Sl No

Description

Qty

Unit

Sabeer

SAFEER MON VP

1.00Moonnumkoodiyodam randupuzha mukk road

1.00

OD178234/2025-2026:OD From DAR 2.8.1 - 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.

32.5

cum

323.98

₹10,529.35

Lowest

328.66

₹10,681.45

1.00

OD41546/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 (Excluding form work)

5.01

cum

7,486.99

₹37,509.82

Lowest

7,590.69

₹38,029.36

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)

10.96

cum

7,605.41

₹83,355.29

Lowest

7,714.86

₹84,554.87

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)

1.1

cum

7,942.69

₹8,736.96

Lowest

8,056.77

₹8,862.45

1.00

12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20

3.92

cum

9,039.46

₹35,434.68

Lowest

9,171.17

₹35,950.99

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

0.47

tonne

87,261.55

₹41,012.93

Lowest

88,512.36

₹41,600.81

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.

414

sqm

13.83

₹5,725.62

Lowest

14.04

₹5,812.56

1.01

4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel

8.4

cum

2,155.79

₹18,108.64

Lowest

2,186.98

₹18,370.63

1.01

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.

sqm

278.02

₹17,793.28

Lowest

282.13

₹18,056.32