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Civil Works - Roads

Pro.No.59/27Kallumala Adappupara road renovation W15

Local Self Government Department

Pangode GP | Thiruvananthapuram, Kerala

Amount: ₹5.1 LCloses: 23 Oct 2026

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Timeline

Published14 Oct 2026
Closes23 Oct 2026
Bid Opening26 Oct 2026

Tender Value

₹5.1 L

EMD Value

₹12,709

Closing Date

23 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

Shamnad.J

Address

Office of Assistant Engineer LID EW section,Pangode GP

Work Description

Pro.No.59/27Kallumala Adappupara road renovation W15

Tender Information

Tender ID

2026_LSGD_876350_5

Reference Number

2/AE/LIDEW/PGD/2026.27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Wise

Period of Work

120 days

Location

Pangode GP

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)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredSTANDARD BID DOCUMENT (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

RequiredE - PAYMENT FORM (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,125

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,709

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Oct 2026

Published

14 Oct 2026

Bid Opening

26 Oct 2026

Download Starts

14 Oct 2026

Download Ends

23 Oct 2026

Submission Starts

14 Oct 2026

Clarification Period

14 Oct 2026 - 23 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Side wall construction
1.001	2.7.B:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(B) Rubble Stone Masonry in Cement Mortar	18.9	cum	-	-
1.002	3.9.1:Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5	4.5	cum	-	-
1.003	OD22479/2026-2027:DRY RUBBLE MASONRY DEPARTMENTAL STONE _ Dry rubble masonry -Dry Rubble without concrete levelling course using department rubble including packing to compactness to lines and levels labour charges etc. complete as per direction of Departmental officers at site .	18.39	cum	-	-
1.004	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	22.09	cum	-	-
1.005	OD143482/2026-2027:DRY RUBBLE MASONRY(with out concrete levelling course) with good quality blatered rubble(with out bond stone)and 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.	64.71	cum	-	-
1.006	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)	3.95	cum	-	-
1.007	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.01	tonne	-	-
1.008	OD47952/2026-2027:Filling with quarry muck -Filling up low lying areas and water logged areas with local material, quarry muck, spreading in layers , levelling the top at site and consolidation by ramming etc. complete	6.45	cum	-	-
1.009	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.	22.8	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.32 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

BOQ_1493726.xls

BOQ • 0.30 MB

PREAGREE.pdf

Tender Documents • 0.26 MB

AFFI.pdf

Tender Documents • 0.24 MB

SBDNIT.pdf

Tender Documents • 0.96 MB

FOT.pdf

Tender Documents • 0.25 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Side wall construction
1.001	2.7.B:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(B) Rubble Stone Masonry in Cement Mortar	18.9	cum	-	-
1.002	3.9.1:Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5	4.5	cum	-	-
1.003	OD22479/2026-2027:DRY RUBBLE MASONRY DEPARTMENTAL STONE _ Dry rubble masonry -Dry Rubble without concrete levelling course using department rubble including packing to compactness to lines and levels labour charges etc. complete as per direction of Departmental officers at site .	18.39	cum	-	-
1.004	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	22.09	cum	-	-
1.005	OD143482/2026-2027:DRY RUBBLE MASONRY(with out concrete levelling course) with good quality blatered rubble(with out bond stone)and 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.	64.71	cum	-	-
1.006	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)	3.95	cum	-	-
1.007	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.01	tonne	-	-
1.008	OD47952/2026-2027:Filling with quarry muck -Filling up low lying areas and water logged areas with local material, quarry muck, spreading in layers , levelling the top at site and consolidation by ramming etc. complete	6.45	cum	-	-
1.009	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.	22.8	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Side wall construction

1.001

2.7.B:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(B) Rubble Stone Masonry in Cement Mortar

18.9

cum

1.002

3.9.1:Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5

4.5

cum

1.003

OD22479/2026-2027:DRY RUBBLE MASONRY DEPARTMENTAL STONE _ Dry rubble masonry -Dry Rubble without concrete levelling course using department rubble including packing to compactness to lines and levels labour charges etc. complete as per direction of Departmental officers at site .

18.39

cum

1.004

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

22.09

cum

1.005

OD143482/2026-2027:DRY RUBBLE MASONRY(with out concrete levelling course) with good quality blatered rubble(with out bond stone)and 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.

64.71

cum

1.006

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)

3.95

cum

1.007

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

0.01

tonne

1.008

OD47952/2026-2027:Filling with quarry muck -Filling up low lying areas and water logged areas with local material, quarry muck, spreading in layers , levelling the top at site and consolidation by ramming etc. complete

6.45

cum

1.009

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.

22.8

cum