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167/27Renovation of MVIP Canal Bund Road Adivad Manjalamkunnel road Adivad bhoothakallu canal road Koduthappilly road in ward 12 of pallarimangalam gp

Local Self Government Department

Pallarimangalam GP | Ernakulam, Kerala

Amount: ₹9.3 LCloses: 14 Oct 20262d left

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Timeline

Published6 Oct 2026
Closes14 Oct 2026
Bid Opening17 Oct 2026

Tender Value

₹9.3 L

EMD Value

₹23,300

Closing Date

14 Oct 2026, 4:00 pm2d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

Assistant Engineer, LID and EW Section Pallarimangalam

Work Description

167/27Renovation of MVIP Canal Bund Road Adivad Manjalamkunnel road Adivad bhoothakallu canal road Koduthappilly road in ward 12 of pallarimangalam gp

Tender Information

Tender ID

2026_LSGD_876587_3

Reference Number

T2/AE/LSGD/PLGP/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Pallarimangalam 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)

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE AND E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSIGNED COPY OF SBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredSCANNED COPY OF FEE DETAILS (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,055

EMD Fee Amount

₹23,300

Important Dates

Last Activity

6 Oct 2026

Published

6 Oct 2026

Bid Opening

17 Oct 2026

Download Starts

6 Oct 2026

Download Ends

14 Oct 2026

Submission Starts

6 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road renovation
1.001	OD126112/2026-2027:Sectioning up to 150mm and forming the surface for OLD road way leveling, cambering etc complete as per direction of Engineer in charge	234	sqm	-	-
1.002	OD126111/2026-2027: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)	35.1	cum	-	-
1.003	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	19.22	cum	-	-
1.004	OD168763/2026-2027:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site	12.49	cum	-	-
1.005	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	11.45	cum	-	-
1.006	OD126113/2026-2027::Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyence of material and labour charges etc. complete as per direction of departmental officers at site Modified 60.7.1	57.36	cum	-	-
1.007	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)	5.72	cum	-	-
1.008	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.18	tonne	-	-
1.009	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	50.88	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.21 MB

Work Item Documents

BOQ_1488996.xls

BOQ • 0.31 MB

S167.pdf

Tender Documents • 1.89 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road renovation
1.001	OD126112/2026-2027:Sectioning up to 150mm and forming the surface for OLD road way leveling, cambering etc complete as per direction of Engineer in charge	234	sqm	-	-
1.002	OD126111/2026-2027: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)	35.1	cum	-	-
1.003	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	19.22	cum	-	-
1.004	OD168763/2026-2027:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site	12.49	cum	-	-
1.005	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	11.45	cum	-	-
1.006	OD126113/2026-2027::Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyence of material and labour charges etc. complete as per direction of departmental officers at site Modified 60.7.1	57.36	cum	-	-
1.007	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)	5.72	cum	-	-
1.008	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.18	tonne	-	-
1.009	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	50.88	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road renovation

1.001

OD126112/2026-2027:Sectioning up to 150mm and forming the surface for OLD road way leveling, cambering etc complete as per direction of Engineer in charge

234

sqm

1.002

OD126111/2026-2027: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)

35.1

cum

1.003

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

19.22

cum

1.004

OD168763/2026-2027:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site

12.49

cum

1.005

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

11.45

cum

1.006

OD126113/2026-2027::Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyence of material and labour charges etc. complete as per direction of departmental officers at site Modified 60.7.1

57.36

cum

1.007

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)

5.72

cum

1.008

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

0.18

tonne

1.009

75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

50.88

sqm