Kerala

Financial BO

Works

Civil Works - Roads

Annual Plan-Mankada G P - 2026-27 - Project No. 170/27

Local Self Government Department

Mankada G P | Malappuram, Kerala

Amount: ₹1.7 LCloses: 9 Oct 2026Closed

Timeline

Published1 Oct 2026
Closed9 Oct 2026
Financial Evaluation—
Award—

Bids

Percentage

2 Bids13 Oct 2026

#	Company	Quoted %	Amount	Rank	Status
1	MANZOOR BABU L1₹1.9 LAdmitted-Fee/PreQual/Technical/Finance ELIKKATTIL HOUSE KUTTIN POST MALAPPURAM 676324 \| MALAPPURAM \| MALAPPURAM \| KERALA \| 676324	+10.00%	₹1.9 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	VASU K L2₹1.9 L+₹8,430.84 (4.55%)Admitted-Fee/PreQual/Technical/Finance	+15.00%	₹1.9 L+₹8,430.84 (4.55%)	L2	Admitted-Fee/PreQual/Technical/Finance

Tender Value

₹1.7 L

EMD Value

₹4,215

Closing Date

9 Oct 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

LSGD, LID and EW Section, Mankada G P, Malappuram 679324

Work Description

Improvement works to Mukkil Cheriyam Poovamkunnu road in ward no. 06

Tender Information

Tender ID

2026_LSGD_871579_17

Reference Number

TN04/AE/LIDEW/MKD/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

180 days

Location

Mankada G P

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

Required1. BOQ (.xls)

Required2. Copy of remittance towards Bid submission fee and bid security (.pdf)

Required3. Duly filled and signed copy of Bid submission letter as per Item no. 1 part VI of bid document (.pdf)

Required4. Duly filled and signed copy of integrity pact certificate of item no. 3 part VI of bid document (.pdf)

Required5. Duly filled and signed copy of Preliminary agreement as per item no.2 part VI of this bid documen (.pdf)

Required6. Duly filled and signed copy of requisition for E payment form as per item no.6 part VI of SBD (.pdf)

Required7. Duly filled and signed copy of affidavit as per item no.4 part VI of bid document (.pdf)

Required8. Self-attested copy of the bidders valid registration certificate (.pdf)

Required9. Duly filled and signed copy of NIT and SBD (.pdf)

Required10. Self-attested copy of the bidders GST registration certificate (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,215

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

13 Oct 2026

Published

1 Oct 2026

Bid Opening

12 Oct 2026

Download Starts

1 Oct 2026

Download Ends

9 Oct 2026

Submission Starts

1 Oct 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 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1DR Masonry
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	4.59	cum	65.78	₹301.93
1.002	OD161837/2026-2027:DRY RUBBLE MASONRY _ 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	22.27	cum	3,821.24	₹85,099.01
1.003	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20	0.64	cum	9,081.43	₹5,793.95
2Road retarring
2.001	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.	30	sqm	14.7	₹441
2.002	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	2.25	cum	3,449.92	₹7,762.32
2.003	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	30	sqm	116.9	₹3,507
2.004	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.	30	sqm	25.39	₹761.7
2.005	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.	25.35	sqm	344.14	₹8,723.95

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

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 • 0.17 MB

Work Item Documents

BOQ_1484788.xls

BOQ • 0.32 MB

nit170.pdf

Tender Documents • 0.03 MB

sbd170.pdf

Tender Documents • 2.10 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

MANZOOR BABU

L1₹1.9 LAdmitted-Fee/PreQual/Technical/Finance

ELIKKATTIL HOUSE KUTTIN POST MALAPPURAM 676324 | MALAPPURAM | MALAPPURAM | KERALA | 676324

VASU K

L2₹1.9 L+₹8,430.84 (4.55%)Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1DR Masonry
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	4.59	cum	65.78	₹301.93
1.002	OD161837/2026-2027:DRY RUBBLE MASONRY _ 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	22.27	cum	3,821.24	₹85,099.01
1.003	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20	0.64	cum	9,081.43	₹5,793.95
2Road retarring
2.001	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.	30	sqm	14.7	₹441
2.002	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	2.25	cum	3,449.92	₹7,762.32
2.003	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	30	sqm	116.9	₹3,507
2.004	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.	30	sqm	25.39	₹761.7
2.005	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.	25.35	sqm	344.14	₹8,723.95

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1DR Masonry

1.001

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

4.59

cum

65.78

₹301.93

1.002

OD161837/2026-2027:DRY RUBBLE MASONRY _ 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

22.27

cum

3,821.24

₹85,099.01

1.003

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

0.64

cum

9,081.43

₹5,793.95

2Road retarring

2.001

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.

sqm

14.7

₹441

2.002

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

2.25

cum

3,449.92

₹7,762.32

2.003

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

sqm

116.9

₹3,507

2.004

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.

sqm

25.39

₹761.7

2.005

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.

25.35

sqm

344.14

₹8,723.95