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LAC-ADS- 2023-24 -Venparambil padi- Manakkattu padi Road in Niranam Grama Panchayath- General Civil Work (RETENDER)

Local Self Government Department

Pathanamthitta, Kerala

Amount: ₹8.3 LCloses: 3 Oct 20265d left

Timeline

Published24 Sept 2026
Closes3 Oct 2026
Bid Opening7 Oct 2026

Tender Value

₹8.3 L

EMD Value

₹20,809

Closing Date

3 Oct 2026, 3:00 pm5d left

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

LSGD DIVISION, JILLA PANCHAYATH, PATHANAMTHITTA

Work Description

LAC-ADS- 2023-24 -Venparambil padi- Manakkattu padi Road in Niranam Grama Panchayath- General Civil Work (RETENDER)

Tender Information

Tender ID

2026_LSGD_845762_26

Reference Number

14/2025-26/EE/LIDEW/PTA

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

PATHANAMTHITTA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredSCANNED COPY OF SIGNED PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF SIGNED FORM OF TENDER (.pdf)

RequiredSCANNED COPY OF SIGNED AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF SIGNED INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF SIGNED E PAYMENT FORM (.pdf)

RequiredCONTRACTORS LICENSE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,835

EMD Fee Amount

₹20,809

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

24 Sept 2026

Published

24 Sept 2026

Bid Opening

7 Oct 2026

Download Starts

24 Sept 2026

Download Ends

3 Oct 2026

Submission Starts

24 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Concreting
1.001	OD409066/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for300cum	25	cum	-	-
1.002	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.	35.75	cum	-	-
1.003	75.8.1: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 (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	35.63	cum	-	-
1.004	OD411923/2023-2024:Supplying and fixing good quality granite name board with an area of 0.50 m2 engraving letters as per directions of Engineer in charge	1	each	-	-
2Retaining wall
2.001	11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth	17.16	cum	-	-
2.002	75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.	47.52	cum	-	-
2.003	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	0.83	cum	-	-
2.004	OD409115/2025-2026:Filling with contractors own earth (excluding rock) in open areas in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering , lead upto 50m and lift up to 1.50m as per direction of site Engineer in charge	39.19	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.32 MB

Work Item Documents

PRELIM13.pdf

Tender Documents • 0.25 MB

epayment.pdf

Tender Documents • 0.23 MB

integrity.pdf

Tender Documents • 0.23 MB

AFF13.pdf

Tender Documents • 0.23 MB

FT13.pdf

Tender Documents • 0.24 MB

SBD13.pdf

Tender Documents • 1.89 MB

BOQ_1477366.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Concreting
1.001	OD409066/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for300cum	25	cum	-	-
1.002	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.	35.75	cum	-	-
1.003	75.8.1: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 (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	35.63	cum	-	-
1.004	OD411923/2023-2024:Supplying and fixing good quality granite name board with an area of 0.50 m2 engraving letters as per directions of Engineer in charge	1	each	-	-
2Retaining wall
2.001	11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth	17.16	cum	-	-
2.002	75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.	47.52	cum	-	-
2.003	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	0.83	cum	-	-
2.004	OD409115/2025-2026:Filling with contractors own earth (excluding rock) in open areas in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering , lead upto 50m and lift up to 1.50m as per direction of site Engineer in charge	39.19	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Concreting

1.001

OD409066/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for300cum

cum

1.002

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.

35.75

cum

1.003

75.8.1: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 (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

35.63

cum

1.004

OD411923/2023-2024:Supplying and fixing good quality granite name board with an area of 0.50 m2 engraving letters as per directions of Engineer in charge

each

2Retaining wall

2.001

11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth

17.16

cum

2.002

75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.

47.52

cum

2.003

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

0.83

cum

2.004

OD409115/2025-2026:Filling with contractors own earth (excluding rock) in open areas in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering , lead upto 50m and lift up to 1.50m as per direction of site Engineer in charge

39.19

cum