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Annual Plan- Nannambra GP- Pro no 50/2026-27 -RENOVATION OF CHIRAKOTTU THAZHAM CHERUPARAMBU ROAD IN WARD 2-General Civil Work-1

Local Self Government Department

NANNAMBRA GP | Malappuram, Kerala

Amount: ₹4.2 LCloses: 6 Oct 20266d left

Timeline

Published29 Sept 2026
Closes6 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹4.2 L

EMD Value

₹10,588

Closing Date

6 Oct 2026, 6:00 pm6d left

Tender Inviting Organisation

Name

SUDHARMA V P

Address

OFFICE OF ASSISTANT ENGINEER, NANNAMBRA GP

Work Description

Annual Plan- Nannambra GP- Pro no 50/2026-27 -RENOVATION OF CHIRAKOTTU THAZHAM CHERUPARAMBU ROAD IN WARD 2-General Civil Work-1

Tender Information

Tender ID

2026_LSGD_874181_24

Reference Number

AE/E-TENDER/2/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

240 days

Location

NANNAMBRA GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSTANDARD BID DOCUMENT (.pdf)

RequiredSCANNED COPY OF VALID LICENCE, PAN CARD, GST REGISTRATION (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹935

EMD Fee Amount

₹10,588

Important Dates

Last Activity

29 Sept 2026

Published

29 Sept 2026

Bid Opening

9 Oct 2026

Download Starts

29 Sept 2026

Download Ends

6 Oct 2026

Submission Starts

29 Sept 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
1Road renovation works
1.001	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.	178.2	sqm	14.7	₹2,619.54
1.002	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	17.82	cum	3,077.04	₹54,832.85
1.003	OD152441/2026-2027:od1663465/2021_2022 :(OD From MORD 75.8.1)-Without form work - Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels 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)	26.73	cum	8,446.62	₹2,25,778.15
1.004	OD182601/2026-2027: ( As per DAR 60.7.3 ) DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.	6.6	cum	724.86	₹4,784.08
1.005	OD182599/2026-2027: (OD from DAR 60.7.8 ) DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site	5.28	cum	1,641.88	₹8,669.13
1.006	OD182600/2026-2027: (OD from DAR 60.7.1 ) 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	6.38	cum	3,821.24	₹24,379.51
1.007	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	0.83	cum	9,081.43	₹7,492.18
1.008	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)	20.92	sqm	437.84	₹9,159.61
1.009	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.	240	sqm	21.03	₹5,047.2

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

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Tendernotice_2.pdf

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Tendernotice_3.pdf

PDF • 0.24 MB

Work Item Documents

BOQ_1484040.xls

BOQ • 0.32 MB

50PREAGMNT.pdf

Tender Documents • 0.25 MB

50SBD.pdf

Tender Documents • 1.78 MB

50AFFDVT.pdf

Tender Documents • 0.23 MB

50FOT.pdf

Tender Documents • 0.24 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road renovation works
1.001	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.	178.2	sqm	14.7	₹2,619.54
1.002	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	17.82	cum	3,077.04	₹54,832.85
1.003	OD152441/2026-2027:od1663465/2021_2022 :(OD From MORD 75.8.1)-Without form work - Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels 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)	26.73	cum	8,446.62	₹2,25,778.15
1.004	OD182601/2026-2027: ( As per DAR 60.7.3 ) DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.	6.6	cum	724.86	₹4,784.08
1.005	OD182599/2026-2027: (OD from DAR 60.7.8 ) DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site	5.28	cum	1,641.88	₹8,669.13
1.006	OD182600/2026-2027: (OD from DAR 60.7.1 ) 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	6.38	cum	3,821.24	₹24,379.51
1.007	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	0.83	cum	9,081.43	₹7,492.18
1.008	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)	20.92	sqm	437.84	₹9,159.61
1.009	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.	240	sqm	21.03	₹5,047.2

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road renovation works

1.001

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.

178.2

sqm

14.7

₹2,619.54

1.002

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

17.82

cum

3,077.04

₹54,832.85

1.003

OD152441/2026-2027:od1663465/2021_2022 :(OD From MORD 75.8.1)-Without form work - Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels 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)

26.73

cum

8,446.62

₹2,25,778.15

1.004

OD182601/2026-2027: ( As per DAR 60.7.3 ) DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.

6.6

cum

724.86

₹4,784.08

1.005

OD182599/2026-2027: (OD from DAR 60.7.8 ) DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site

5.28

cum

1,641.88

₹8,669.13

1.006

OD182600/2026-2027: (OD from DAR 60.7.1 ) 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

6.38

cum

3,821.24

₹24,379.51

1.007

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

0.83

cum

9,081.43

₹7,492.18

1.008

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)

20.92

sqm

437.84

₹9,159.61

1.009

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.

240

sqm

21.03

₹5,047.2