Kerala

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Civil Works - Roads

ITTIVA GP - Pro. No - 143/26-27 Kavungal Kavadikkunnumpuram Road Concrete Sidewall

Local Self Government Department

Ittiva GP | Kollam, Kerala

Amount: ₹3.4 LCloses: 12 Oct 2026Closed

Timeline

Published30 Sept 2026
Closed12 Oct 2026
Bid Opening14 Oct 2026

Tender Value

₹3.4 L

EMD Value

₹8,445

Closing Date

12 Oct 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Akhil S

Address

LIDEW Section Ittiva GP

Work Description

ITTIVA GP - Pro. No - 143/26-27 Kavungal Kavadikkunnumpuram Road Concrete Sidewall

Tender Information

Tender ID

2026_LSGD_874884_1

Reference Number

39/2026-27/AE/LIDEW/ITTIVA

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

180 days

Location

Ittiva GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBILL OF QUANTITY(BOQ) (.xls)

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)

RequiredSBD DOWNLOADED FROM E-TENDER WEBSITE (.pdf)

RequiredSCANNED COPY OF PAN CARD (.pdf)

RequiredSCANNED COPY OF CONTRACTORS LICENSE (.pdf)

RequiredSCANNED COPY OF GST CERTIFICATE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹750

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,445

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

30 Sept 2026

Published

30 Sept 2026

Bid Opening

14 Oct 2026

Download Starts

30 Sept 2026

Download Ends

12 Oct 2026

Submission Starts

30 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 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Side Wall
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	7.85	cum	941.83	₹7,393.37
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.	19.43	cum	6,847.77	₹1,33,045.32
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	1.18	cum	9,887.04	₹11,646.93
1.004	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.04	tonne	1,00,437.31	₹4,117.93
1.005	OD3280/2026-2027:Filling up with contractor's own earth ( excluding rock ) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5m as per direction of Site Engineer - in - charge (Modified item no: 50.2.25.1)	13.15	cum	464.32	₹6,105.34
2Road concrete
2.001	OD3416/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish ,lead up to 50m and lift up to 1,5m. All kinds of soil.	102	sqm	36.75	₹3,748.5
2.002	4.11.1: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. (i) Using naturally occuring gravel	10.2	cum	2,491.92	₹25,417.58
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)	15.3	cum	9,563.75	₹1,46,325.38

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.30 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

BOQ_1485155.xls

BOQ • 0.31 MB

143pre.pdf

Tender Documents • 0.26 MB

143fot.pdf

Tender Documents • 0.25 MB

143affi.pdf

Tender Documents • 0.24 MB

143sbd.pdf

Tender Documents • 2.33 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Side Wall
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	7.85	cum	941.83	₹7,393.37
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.	19.43	cum	6,847.77	₹1,33,045.32
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	1.18	cum	9,887.04	₹11,646.93
1.004	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.04	tonne	1,00,437.31	₹4,117.93
1.005	OD3280/2026-2027:Filling up with contractor's own earth ( excluding rock ) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5m as per direction of Site Engineer - in - charge (Modified item no: 50.2.25.1)	13.15	cum	464.32	₹6,105.34
2Road concrete
2.001	OD3416/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish ,lead up to 50m and lift up to 1,5m. All kinds of soil.	102	sqm	36.75	₹3,748.5
2.002	4.11.1: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. (i) Using naturally occuring gravel	10.2	cum	2,491.92	₹25,417.58
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)	15.3	cum	9,563.75	₹1,46,325.38

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Side Wall

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

7.85

cum

941.83

₹7,393.37

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.

19.43

cum

6,847.77

₹1,33,045.32

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

1.18

cum

9,887.04

₹11,646.93

1.004

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

0.04

tonne

1,00,437.31

₹4,117.93

1.005

OD3280/2026-2027:Filling up with contractor's own earth ( excluding rock ) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5m as per direction of Site Engineer - in - charge (Modified item no: 50.2.25.1)

13.15

cum

464.32

₹6,105.34

2Road concrete

2.001

OD3416/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish ,lead up to 50m and lift up to 1,5m. All kinds of soil.

102

sqm

36.75

₹3,748.5

2.002

4.11.1: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. (i) Using naturally occuring gravel

10.2

cum

2,491.92

₹25,417.58

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)

15.3

cum

9,563.75

₹1,46,325.38