Kerala

AOC

Works

Civil Works - Roads

457/26-RETARRING WORK TO MUDIKKOD THEKKEKARA ROAD IN WARD 10 OF ANAKKAYAM GP

Local Self Government Department

ANAKKAYAM | Malappuram, Kerala

Amount: Refer DocsCloses: 26 Feb 2026Closed

Timeline

Published19 Feb 2026
Closed26 Feb 2026
Awarded21 Sept 2026

Bids

Percentage

3 Bids21 Sept 2026

#	Company	Amount	Rank	Status
1	USMAN KOYA P L1₹2.5 LAccepted-AOC	₹2.5 L	L1	Accepted-AOC L1
2	HANEEFA K.V. Rejected-Technical	-	-	Rejected-Technical L3
3	SUMESH C.K. Rejected-Technical	-	-	Rejected-Technical L2

Tender Value

Refer Docs

EMD Value

₹6,356

Closing Date

26 Feb 2026, 9:00 amClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

Assistant engineer, LID AND EW Section, Anakkayam

Work Description

457/26-RETARRING WORK TO MUDIKKOD THEKKEKARA ROAD IN WARD 10 OF ANAKKAYAM GP

Tender Information

Tender ID

2026_LSGD_837539_12

Reference Number

09/AKM/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

ANAKKAYAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

Requiredboq (.xls)

RequiredCopy of remmittence towards Bid submission fee and bid security (.pdf)

RequiredSelf attested copy of the bidders valid registration certificate, PAN, GST (.pdf)

RequiredDuly filled and signed copy of Bid submission letter as per Item no. 1 part VI of bid document (.pdf)

RequiredDuly filled and signed copy of Preliminary agreement as per item no.2 part VI of this bid document (.pdf)

RequiredDuly filled and signed copy of integrity pact certificate of item no. 3 part VI of bid document (.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)

RequiredDuly filled and signed copy of NIT and SBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹565

EMD Fee Amount

₹6,356

Important Dates

Last Activity

21 Sept 2026

Published

19 Feb 2026

Bid Opening

27 Feb 2026

Download Starts

19 Feb 2026

Download Ends

26 Feb 2026

Submission Starts

19 Feb 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Retarring and Irish Drain
1.001	OD445147/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil	22.8	sqm	33.75	₹769.5
1.002	OD445145/2025-2026: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	2.28	cum	3,034.9	₹6,919.57
1.003	OD445146/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	2.74	cum	8,446.62	₹23,109.95
1.004	5.5.B.2a:Modified Penetration Macadam 75 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)	121.15	sqm	380.23	₹46,064.86
1.005	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.	618	sqm	13.82	₹8,540.76
1.006	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)	618	sqm	273.18	₹1,68,825.24

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_1410871.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

NIT Documents

Tendernotice_1.pdf

PDF • 0.28 MB

Work Item Documents

BOQ_1410871.xls

BOQ • 0.24 MB

viewnit457.pdf

Tender Documents • 0.03 MB

viewsbd457.pdf

Tender Documents • 1.85 MB

Ready to Participate?

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Company

USMAN KOYA P

L1₹2.5 LAccepted-AOC

HANEEFA K.V.

Rejected-Technical

SUMESH C.K.

Rejected-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Retarring and Irish Drain
1.001	OD445147/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil	22.8	sqm	33.75	₹769.5
1.002	OD445145/2025-2026: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	2.28	cum	3,034.9	₹6,919.57
1.003	OD445146/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	2.74	cum	8,446.62	₹23,109.95
1.004	5.5.B.2a:Modified Penetration Macadam 75 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)	121.15	sqm	380.23	₹46,064.86
1.005	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.	618	sqm	13.82	₹8,540.76
1.006	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)	618	sqm	273.18	₹1,68,825.24

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Retarring and Irish Drain

1.001

OD445147/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil

22.8

sqm

33.75

₹769.5

1.002

OD445145/2025-2026: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

2.28

cum

3,034.9

₹6,919.57

1.003

OD445146/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

2.74

cum

8,446.62

₹23,109.95

1.004

5.5.B.2a:Modified Penetration Macadam 75 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. (B) 75 mm thick :- (II) Bitumen (S-65)

121.15

sqm

380.23

₹46,064.86

1.005

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.

618

sqm

13.82

₹8,540.76

1.006

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)

618

sqm

273.18

₹1,68,825.24