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Annual Plan-PRO NO 217/26-27 CONSTRUCTION OF APPROACH ROAD TO COMPLETE VAIDHYASALA JOSEPURAM CULVERT-IN TVPURAM GP

Local Self Government Department

TV Puram GP | Kottayam, Kerala

Amount: ₹2.5 LCloses: 6 Oct 2026

Timeline

Published26 Sept 2026
Closes6 Oct 2026
Bid Opening8 Oct 2026

Tender Value

₹2.5 L

EMD Value

₹6,245

Closing Date

6 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

Assistant Engineer

Address

Assistant Engineer LID EW Section T V Puram

Work Description

Annual Plan-PRO NO 217/26-27 CONSTRUCTION OF APPROACH ROAD TO COMPLETE VAIDHYASALA JOSEPURAM CULVERT-IN TVPURAM GP

Tender Information

Tender ID

2026_LSGD_873179_1

Reference Number

16/AE/TVPM/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

TV Puram 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

RequiredBOQ (.xls)

RequiredPriliminary agreement (.pdf)

RequiredForm of tender (.pdf)

RequiredAffidavit (.pdf)

RequiredSBD (.pdf)

RequiredIntegrity pact (.pdf)

RequiredE payment (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,245

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

8 Oct 2026

Download Starts

26 Sept 2026

Download Ends

6 Oct 2026

Submission Starts

26 Sept 2026

Clarification Period

26 Sept 2026 - 6 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPROACH ROAD TO VAIDHYASALA JOSEPURAM CULVERT
1.001	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	4.07	cum	-	-
1.002	OD199700/2026-2027:Derived from 11.4.1.1-excluding formwork and cement content250kg/m3-Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	1.31	cum	-	-
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<br> IV. R.C.C grade M 20	4.74	cum	-	-
1.004	12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202	0.24	tonne	-	-
1.005	3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5	22.5	cum	-	-
1.006	OD170043/2026-2027:QUARRY MUCK Filling (with Roller Consolidation) by spreading in uniform layers on prepared surface and compacting by three wheel 80-100 KN static road roller to achieve the desired density etc. complete as per Technical Specification Clause 408. Using Quarry waste (MORD)	13.2	cum	-	-
1.007	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)	12.52	cum	-	-
1.008	2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> 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.<br> (D) Dry Rubble Masonry	2.36	cum	-	-
1.009	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)	0.51	cum	-	-

Documents

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NIT Documents

Tendernotice_1.pdf

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Work Item Documents

SBD.pdf

Tender Documents • 0.96 MB

prilminaryagreement.pdf

Tender Documents • 0.26 MB

Affidavit.pdf

Tender Documents • 0.24 MB

Formoiftender.pdf

Tender Documents • 0.25 MB

Epayment.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPROACH ROAD TO VAIDHYASALA JOSEPURAM CULVERT
1.001	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	4.07	cum	-	-
1.002	OD199700/2026-2027:Derived from 11.4.1.1-excluding formwork and cement content250kg/m3-Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	1.31	cum	-	-
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<br> IV. R.C.C grade M 20	4.74	cum	-	-
1.004	12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202	0.24	tonne	-	-
1.005	3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5	22.5	cum	-	-
1.006	OD170043/2026-2027:QUARRY MUCK Filling (with Roller Consolidation) by spreading in uniform layers on prepared surface and compacting by three wheel 80-100 KN static road roller to achieve the desired density etc. complete as per Technical Specification Clause 408. Using Quarry waste (MORD)	13.2	cum	-	-
1.007	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)	12.52	cum	-	-
1.008	2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> 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.<br> (D) Dry Rubble Masonry	2.36	cum	-	-
1.009	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)	0.51	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1APPROACH ROAD TO VAIDHYASALA JOSEPURAM CULVERT

1.001

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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

4.07

cum

1.002

OD199700/2026-2027:Derived from 11.4.1.1-excluding formwork and cement content250kg/m3-Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

1.31

cum

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

4.74

cum

1.004

12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

0.24

tonne

1.005

3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

22.5

cum

1.006

OD170043/2026-2027:QUARRY MUCK Filling (with Roller Consolidation) by spreading in uniform layers on prepared surface and compacting by three wheel 80-100 KN static road roller to achieve the desired density etc. complete as per Technical Specification Clause 408. Using Quarry waste (MORD)

13.2

cum

1.007

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)

12.52

cum

1.008

2.7.D: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. (D) Dry Rubble Masonry

2.36

cum

1.009

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)

0.51

cum