Kerala

AOC

Works

Civil Works - Roads

541 PALLIPADI MANNARUND ROAD

Local Self Government Department

Angadippuram | Malappuram, Kerala

Amount: ₹5.9 LCloses: 27 Oct 2025Closed

Timeline

Published17 Oct 2025
Closed27 Oct 2025
Awarded9 Jun 2026

Bids

Item Rate

2 Bids9 Jun 2026

#	Company	Amount	Rank	Status
1	Shameem 1₹5.9 LAccepted-AOC	₹5.9 L	1	Accepted-AOC LOWEST RATE ACCEPTED
2	VINOJ VJ Rejected-Technical	-	-	Rejected-Technical SECOND BIDDER

BoQ Comparative

Line Items (11)

Sl No	Description	Qty	Unit	VINOJ VJ L2	Shameem L1
1.00SIDE PROTECTION
1.00	OD343600/2025-2026:Earth work excavation (OD from 2.8.1) by mechanical ( hydrualic excavators )/ mannual means over areas (exculding 30cm dept, 1.5m inwidth as well as 10 sqm on plan) inculding disposal of excavated eart up to 50m lift upto 1.5m, disposal earth to be levelled and neatly dressed of including all charges	10.26	cum	350 ₹3,591	344.22 ₹3,531.7 Lowest
1.00	OD302022/2025-2026:DRY RUBBLE MASONRY _ Departmental matarial Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site	30.21	cum	2,000 ₹60,420	1,966.97 ₹59,422.16 Lowest
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	2.14	cum	9,200 ₹19,669.6	9,081.43 ₹19,416.1 Lowest
2.00RE-TARRING
2.00	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.	129	sqm	20 ₹2,580	14.7 ₹1,896.3 Lowest
2.00	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	12.9	cum	3,100 ₹39,990	3,077.04 ₹39,693.82 Lowest
2.00	4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	19.35	cum	3,500 ₹67,725	3,449.92 ₹66,755.95 Lowest
2.00	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.	203.16	sqm	300 ₹60,948	295.49 ₹60,031.75 Lowest
2.00	5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	129	sqm	80 ₹10,320	75.89 ₹9,789.81 Lowest

Tender Value

₹5.9 L

EMD Value

₹19,066

Closing Date

27 Oct 2025, 2:00 pmClosed

Tender Inviting Organisation

Name

AE, Angadippuram GP

Address

LID EW SECTION ANGADIPURAM GRAMAPANCHAYATH

Work Description

WET MIX, RETARRING, SIDE PROTECTION

Tender Information

Tender ID

2025_LSGD_811317_4

Reference Number

02/TEN/AE/AGPM/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Angadippuram

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredCopy of remittance towards bid submission fee and Bid Security (.pdf)

RequiredSelf attested Copy of the bidders valid registration certificate (.pdf)

RequiredDuly filled and signed copy of bid submission letter (.pdf)

RequiredDuly filled and signed copy of preliminary agreement (.pdf)

RequiredDuly filled an d signed copy of Integrity pact certificate (.pdf)

RequiredDuly filled and signed copy of Affidavit as per item no-4 Part-VI of bid document (.pdf)

RequiredDuly filled and signed copy of requisition for e-payment form as per item no-6 Part-VI of SBD (.pdf)

Requiredcopy of NIT and SBD (.pdf)

RequiredGST details (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,685

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹19,066

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

9 Jun 2026

Published

17 Oct 2025

Bid Opening

29 Oct 2025

Download Starts

17 Oct 2025

Download Ends

27 Oct 2025

Submission Starts

17 Oct 2025

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 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

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

NIT Documents

Tendernotice_1.pdf

PDF • 0.61 MB

Work Item Documents

541nit.pdf

Tender Documents • 0.03 MB

541sbd.pdf

Tender Documents • 1.72 MB

BOQ_1355069.xls

BOQ • 0.31 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

Shameem

1₹5.9 LAccepted-AOC

VINOJ VJ

Rejected-Technical

Sl No	Description	Qty	Unit	VINOJ VJ L2	Shameem L1
1.00SIDE PROTECTION
1.00	OD343600/2025-2026:Earth work excavation (OD from 2.8.1) by mechanical ( hydrualic excavators )/ mannual means over areas (exculding 30cm dept, 1.5m inwidth as well as 10 sqm on plan) inculding disposal of excavated eart up to 50m lift upto 1.5m, disposal earth to be levelled and neatly dressed of including all charges	10.26	cum	350 ₹3,591	344.22 ₹3,531.7 Lowest
1.00	OD302022/2025-2026:DRY RUBBLE MASONRY _ Departmental matarial Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site	30.21	cum	2,000 ₹60,420	1,966.97 ₹59,422.16 Lowest
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	2.14	cum	9,200 ₹19,669.6	9,081.43 ₹19,416.1 Lowest
2.00RE-TARRING
2.00	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.	129	sqm	20 ₹2,580	14.7 ₹1,896.3 Lowest
2.00	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	12.9	cum	3,100 ₹39,990	3,077.04 ₹39,693.82 Lowest
2.00	4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	19.35	cum	3,500 ₹67,725	3,449.92 ₹66,755.95 Lowest
2.00	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.	203.16	sqm	300 ₹60,948	295.49 ₹60,031.75 Lowest
2.00	5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	129	sqm	80 ₹10,320	75.89 ₹9,789.81 Lowest

Sl No

Description

Qty

Unit

VINOJ VJ

Shameem

1.00SIDE PROTECTION

1.00

OD343600/2025-2026:Earth work excavation (OD from 2.8.1) by mechanical ( hydrualic excavators )/ mannual means over areas (exculding 30cm dept, 1.5m inwidth as well as 10 sqm on plan) inculding disposal of excavated eart up to 50m lift upto 1.5m, disposal earth to be levelled and neatly dressed of including all charges

10.26

cum

350

₹3,591

344.22

₹3,531.7

Lowest

1.00

OD302022/2025-2026:DRY RUBBLE MASONRY _ Departmental matarial Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

30.21

cum

2,000

₹60,420

1,966.97

₹59,422.16

Lowest

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

2.14

cum

9,200

₹19,669.6

9,081.43

₹19,416.1

Lowest

2.00RE-TARRING

2.00

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.

129

sqm

₹2,580

14.7

₹1,896.3

Lowest

2.00

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

12.9

cum

3,100

₹39,990

3,077.04

₹39,693.82

Lowest

2.00

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

19.35

cum

3,500

₹67,725

3,449.92

₹66,755.95

Lowest

2.00

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.

203.16

sqm

300

₹60,948

295.49

₹60,031.75

Lowest

2.00

5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

129

sqm

₹10,320

75.89

₹9,789.81

Lowest