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LAC-ADS -MLA ADS 2025 - 2026 Thiruvalla LAC - Keecherilpadi Parayanparampilpadi Road in Niranam GP- Pulikeezh BP- General Civil Work (Retender)

Local Self Government Department

Pathanamthitta, Kerala

Amount: ₹21.2 LCloses: 3 Oct 20264d left

Timeline

Published24 Sept 2026
Closes3 Oct 2026
Bid Opening7 Oct 2026

Tender Value

₹21.2 L

EMD Value

₹50,000

Closing Date

3 Oct 2026, 3:00 pm4d left

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

LSGD DIVISION, JILLA PANCHAYATH, PATHANAMTHITTA

Work Description

LAC-ADS -MLA ADS 2025 - 2026 Thiruvalla LAC - Keecherilpadi Parayanparampilpadi Road in Niranam GP- Pulikeezh BP- General Civil Work (Retender)

Tender Information

Tender ID

2026_LSGD_845762_27

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

₹2,760

EMD Fee Amount

₹50,000

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 Side wall construction
1.001	11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth	48.75	cum	-	-
1.002	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.	160.88	cum	-	-
1.003	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)	12.68	cum	-	-
1.004	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.82	tonne	-	-
1.005	OD481957/2025-2026:Modified 3.14 : Construction of Subgrade and Earthen filling - Construction of subgrade and earthen filling at sides of retaining wall, road ways etc., with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required lines and levels (without consolidation) to meet requirement as per Technical Specification directed by departmental officials. Unit = cum Taking output = 100 cum	143	cum	-	-
2Road Concreting
2.001	3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	49.5	cum	-	-
2.002	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. <br>(ii) Using Gravel mix soil.	53.55	cum	-	-
2.003	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)	53.55	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

FT16.pdf

Tender Documents • 0.25 MB

PRELIM16.pdf

Tender Documents • 0.25 MB

epayment.pdf

Tender Documents • 0.23 MB

integrity.pdf

Tender Documents • 0.23 MB

AFF16.pdf

Tender Documents • 0.23 MB

SBD16.pdf

Tender Documents • 1.67 MB

BOQ_1477376.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Side wall construction
1.001	11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth	48.75	cum	-	-
1.002	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.	160.88	cum	-	-
1.003	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)	12.68	cum	-	-
1.004	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.82	tonne	-	-
1.005	OD481957/2025-2026:Modified 3.14 : Construction of Subgrade and Earthen filling - Construction of subgrade and earthen filling at sides of retaining wall, road ways etc., with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required lines and levels (without consolidation) to meet requirement as per Technical Specification directed by departmental officials. Unit = cum Taking output = 100 cum	143	cum	-	-
2Road Concreting
2.001	3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	49.5	cum	-	-
2.002	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. <br>(ii) Using Gravel mix soil.	53.55	cum	-	-
2.003	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)	53.55	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Side wall construction

1.001

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

48.75

cum

1.002

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.

160.88

cum

1.003

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)

12.68

cum

1.004

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

0.82

tonne

1.005

OD481957/2025-2026:Modified 3.14 : Construction of Subgrade and Earthen filling - Construction of subgrade and earthen filling at sides of retaining wall, road ways etc., with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required lines and levels (without consolidation) to meet requirement as per Technical Specification directed by departmental officials. Unit = cum Taking output = 100 cum

143

cum

2Road Concreting

2.001

3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

49.5

cum

2.002

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.

53.55

cum

2.003

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)

53.55

cum