Kerala

AOC

Works

Civil Works - Others

I B Road Maintenance Nursry Range Under Nilambur North Division

District Nirmithi Kendra Malappuram

nilambur | Malappuram, Kerala

Amount: ₹7.8 LCloses: 16 Jun 2026Closed

Timeline

Published8 Jun 2026
Closed16 Jun 2026
Technical Evaluation22 Jun 2026
Financial Evaluation22 Jun 2026
Awarded29 Jul 2026

Bids

Percentage

2 Bids29 Jul 2026

#	Company	Amount	Rank	Status
1	BEST BASE CONSTRUCTIONS LLP L1₹7.8 LAccepted-AOC KINARADAPPAN VETTILAPPARA PO MALAPPUARM 673639 AREACODE MALAPPURAM DISTRICT \| MALAPPURAM \| KERALA \| 673639	₹7.8 L	L1	Accepted-AOC L1
2	MOHAMMED FIROS K L2₹7.8 L+₹7,848.12 (1.01%)Rejected-AOC	₹7.8 L+₹7,848.12 (1.01%)	L2	Rejected-AOC L2

Tender Value

₹7.8 L

EMD Value

₹19,620

Closing Date

16 Jun 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

PROJECT MANAGER

Address

DISTRICT NIRMITHI KENDRA

Work Description

CIVIL WORK

Tender Information

Tender ID

2026_DNKML_852624_3

Reference Number

DNKM/E-TENDER/P1/38/2026-A2

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Period of Work

120 days

Location

nilambur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

RequiredNIT (.pdf)

RequiredBOQ (.xls)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredTENDER CONDITION (.pdf)

Requiredlicence (.pdf)

Requiredgst registration (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,950

EMD Fee Amount

₹19,620

Important Dates

Last Activity

3 Aug 2026

Published

8 Jun 2026

Bid Opening

18 Jun 2026

Download Starts

8 Jun 2026

Download Ends

16 Jun 2026

Submission Starts

8 Jun 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 (16 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Re Tarring
1.001	3.3 Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.	-	cum	1	-
1.002	4.1.A.3 Granular Sub-Base with Close Graded Material (Table:- 400-1) :- Plant Mix Method Grading - III Material Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401	-	cum	-	-
1.003	55.8.a Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.	-	cum	1	-
1.004	55.1.a Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. By Manual Means.	-	sqm	-	-
1.005	55.5.a Levelling undulation with precoated chips with 1% of paving bitumen (vg 30) by weight of chips in a suitable mixer duly heated to 160 degree temperature spreading,levelling and rolling to required line and level for thickness up to 20 mm.	-	cum	1	-
1.006	55.4 Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	-	cum	-	-
1.007	55.2 Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	-	cum	-	-
1.008	55.3 Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	1	cum	1	₹1
2CONSTRUCTION OF CULVERTS

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_1444830.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 • 0.54 MB

Work Item Documents

Terms_condition_2024.pdf

Tender Documents • 0.79 MB

NIT.pdf

Tender Documents • 0.02 MB

PRELIMINARY.pdf

Tender Documents • 0.20 MB

BOQ_1444830.xls

BOQ • 0.33 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

BEST BASE CONSTRUCTIONS LLP

L1₹7.8 LAccepted-AOC

KINARADAPPAN VETTILAPPARA PO MALAPPUARM 673639 AREACODE MALAPPURAM DISTRICT | MALAPPURAM | KERALA | 673639

MOHAMMED FIROS K

L2₹7.8 L+₹7,848.12 (1.01%)Rejected-AOC

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Re Tarring
1.001	3.3 Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.	-	cum	1	-
1.002	4.1.A.3 Granular Sub-Base with Close Graded Material (Table:- 400-1) :- Plant Mix Method Grading - III Material Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401	-	cum	-	-
1.003	55.8.a Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.	-	cum	1	-
1.004	55.1.a Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. By Manual Means.	-	sqm	-	-
1.005	55.5.a Levelling undulation with precoated chips with 1% of paving bitumen (vg 30) by weight of chips in a suitable mixer duly heated to 160 degree temperature spreading,levelling and rolling to required line and level for thickness up to 20 mm.	-	cum	1	-
1.006	55.4 Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	-	cum	-	-
1.007	55.2 Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	-	cum	-	-
1.008	55.3 Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	1	cum	1	₹1
2CONSTRUCTION OF CULVERTS

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Re Tarring

1.001

3.3 Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

cum

1.002

4.1.A.3 Granular Sub-Base with Close Graded Material (Table:- 400-1) :- Plant Mix Method Grading - III Material Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401

cum

1.003

55.8.a Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.

cum

1.004

55.1.a Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. By Manual Means.

sqm

1.005

55.5.a Levelling undulation with precoated chips with 1% of paving bitumen (vg 30) by weight of chips in a suitable mixer duly heated to 160 degree temperature spreading,levelling and rolling to required line and level for thickness up to 20 mm.

cum

1.006

55.4 Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.

cum

1.007

55.2 Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

cum

1.008

55.3 Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

cum

₹1

2CONSTRUCTION OF CULVERTS