Tender ID

Kerala

AOC

Works

Civil Works - Others

Annual Plan XIV th Plan 2025-26 of Wandoor BP Proj.No.249 Karad SC nagar Road -retarring Division 4 Wandoor GP

Local Self Government Department

WANDOOR | Malappuram, Kerala

Amount: ₹5.9 LCloses: 27 Sept 2025Closed

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.

Timeline

Published20 Sept 2025
Closed27 Sept 2025
Technical Evaluation27 Oct 2025
Awarded18 Nov 2025

Bids

Item Rate

2 Bids18 Nov 2025

#	Company	Amount	Rank	Status
1	mohammedali T 1₹5.1 LAccepted-AOC	₹5.1 L	1	Accepted-AOC 1
2	KAMIL KT Rejected-Technical PUTHANPURAKKAL VEEDU P P ROAD VANDOOR P O 679328 \| MALAPPURAM \| KERALA \| 679328	-	-	Rejected-Technical 2

BoQ Comparative

Line Items (8)

Sl No	Description	Qty	Unit	mohammedali T L1	KAMIL KT L2
1.00Road re-tarring
1.00	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.	357.5	sqm	12.69 ₹4,536.68 Lowest	13.3 ₹4,754.75
1.00	4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead	55.46	cum	2,977.28 ₹1,65,131.86 Lowest	3,136 ₹1,73,935.1
1.00	5.1.1a:Prime Coat :- Low porosity <br> 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	548.5	sqm	65.49 ₹35,921.27 Lowest	68.98 ₹37,835.53
1.00	5.2.3a:Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	548.5	sqm	14.14 ₹7,755.79 Lowest	14.89 ₹8,167.17
1.00	5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	597.5	sqm	11.85 ₹7,080.38 Lowest	12.48 ₹7,456.8
1.01	5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> 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.	65	sqm	255.01 ₹16,575.65 Lowest	268.6 ₹17,459
1.01	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)	1,146	sqm	237.64 ₹2,72,335.44 Lowest	250.3 ₹2,86,843.8
1.01	OD294496/2025-2026:NAME BOARD: Providing and fixing granite of any color and shade for Name board of required size laid over base of cement mortar 1:4 (1 cement: 4 coarse sand), including all charges etc. complete at all levels, including lettering and fixing	1	each	2,523.16 ₹2,523.16 Lowest	2,688 ₹2,688

Tender Value

₹5.9 L

EMD Value

₹14,828

Closing Date

27 Sept 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER, LID AND EW SUBDIVISION

Work Description

Annual Plan XIV th Plan 2025-26 of Wandoor BP Proj.No.249 Karad SC nagar Road -retarring Division 4 Wandoor GP

Tender Information

Tender ID

2025_LSGD_799884_19

Reference Number

03/2025-26/AE/LIDandEW/WDR

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

180 days

Location

WANDOOR

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredBid security remittence And Bid submission fee remittence (.pdf)

RequiredBid submission letter as per item no-1 Part-VI In 1 Mb Size (.pdf)

RequiredIntegrity pact certificate as per item no-3 PartVI In 1 Mb Size (.pdf)

RequiredPreliminary agreement as per item no-2 PartVI (In 1 Mb Size) (.pdf)

RequiredRequisition for epayment as per item no-6 PartVI (In 1 Mb Size) (.pdf)

RequiredAffidavit as per item no-4 Part- VI (In 1 Mb SIze) (.pdf)

RequiredBidder valid registration certificate (.pdf)

RequiredStandard Bid Document (SBD) With NIT (.pdf)

RequiredGST Documents (In 1 Mb Size) (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,310

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,828

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

18 Nov 2025

Published

20 Sept 2025

Bid Opening

29 Sept 2025

Download Starts

20 Sept 2025

Download Ends

27 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_1326981.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 • 0.04 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Company

mohammedali T

1₹5.1 LAccepted-AOC

KAMIL KT

Rejected-Technical

PUTHANPURAKKAL VEEDU P P ROAD VANDOOR P O 679328 | MALAPPURAM | KERALA | 679328

Sl No	Description	Qty	Unit	mohammedali T L1	KAMIL KT L2
1.00Road re-tarring
1.00	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.	357.5	sqm	12.69 ₹4,536.68 Lowest	13.3 ₹4,754.75
1.00	4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead	55.46	cum	2,977.28 ₹1,65,131.86 Lowest	3,136 ₹1,73,935.1
1.00	5.1.1a:Prime Coat :- Low porosity <br> 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	548.5	sqm	65.49 ₹35,921.27 Lowest	68.98 ₹37,835.53
1.00	5.2.3a:Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	548.5	sqm	14.14 ₹7,755.79 Lowest	14.89 ₹8,167.17
1.00	5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	597.5	sqm	11.85 ₹7,080.38 Lowest	12.48 ₹7,456.8
1.01	5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> 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.	65	sqm	255.01 ₹16,575.65 Lowest	268.6 ₹17,459
1.01	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)	1,146	sqm	237.64 ₹2,72,335.44 Lowest	250.3 ₹2,86,843.8
1.01	OD294496/2025-2026:NAME BOARD: Providing and fixing granite of any color and shade for Name board of required size laid over base of cement mortar 1:4 (1 cement: 4 coarse sand), including all charges etc. complete at all levels, including lettering and fixing	1	each	2,523.16 ₹2,523.16 Lowest	2,688 ₹2,688

Sl No

Description

Qty

Unit

mohammedali T

KAMIL KT

1.00Road re-tarring

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.

357.5

sqm

12.69

₹4,536.68

Lowest

13.3

₹4,754.75

1.00

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

55.46

cum

2,977.28

₹1,65,131.86

Lowest

3,136

₹1,73,935.1

1.00

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

548.5

sqm

65.49

₹35,921.27

Lowest

68.98

₹37,835.53

1.00

5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

548.5

sqm

14.14

₹7,755.79

Lowest

14.89

₹8,167.17

1.00

5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

597.5

sqm

11.85

₹7,080.38

Lowest

12.48

₹7,456.8

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

255.01

₹16,575.65

Lowest

268.6

₹17,459

1.01

5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65)

1,146

sqm

237.64

₹2,72,335.44

Lowest

250.3

₹2,86,843.8

1.01

OD294496/2025-2026:NAME BOARD: Providing and fixing granite of any color and shade for Name board of required size laid over base of cement mortar 1:4 (1 cement: 4 coarse sand), including all charges etc. complete at all levels, including lettering and fixing

each

2,523.16

₹2,523.16

Lowest

2,688

₹2,688