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ANNUAL PLAN- 2026-27-THENMALA GP - RAILWAY STATION CHITTALAMCODE ROAD MAINTENANCE IN WARD 9-PRO. NO. 118/26-27-General Civil Work

Local Self Government Department

LSGD SECTION, THENMALA GRAMAPANCHAYTH | Kollam, Kerala

Amount: ₹6.8 LCloses: 9 Oct 20265d left

Timeline

Published30 Sept 2026
Closes9 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹6.8 L

EMD Value

₹16,946

Closing Date

9 Oct 2026, 2:00 pm5d left

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

LSGD SECTION, THENMALA GRAMAPANCHAYTH

Work Description

- RAILWAY STATION CHITTALAMCODE ROAD MAINTENANCE IN WARD 9

Tender Information

Tender ID

2026_LSGD_874019_12

Reference Number

04/2026-27/AE/LIDEW/TML

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

LSGD SECTION, THENMALA GRAMAPANCHAYTH

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)

RequiredSTANDARD BID DOCUMENT WITH NIT MERGED (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredINTEGRITY PACT AND EPAYMENT FORM (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredBID SECURITY AND BID SUBMISSION FEE DATILS (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,495

EMD Fee Amount

₹16,946

Important Dates

Last Activity

30 Sept 2026

Published

30 Sept 2026

Bid Opening

12 Oct 2026

Download Starts

30 Sept 2026

Download Ends

9 Oct 2026

Submission Starts

30 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SIDE PROTECTION WALL
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	4.79	cum	-	-
1.002	OD211444/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 (item 11.4.1.1 modified)	0.8	cum	-	-
1.003	12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4)	10.28	cum	-	-
1.004	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.51	tonne	-	-
1.005	OD211449/2026-2027:PVC WEEP HOLES -Providing weep holes using 75mm dia PVC pipes working pressure 4kg/sq.cm including cost of materials, conveyance, labour charge etc complete.	6	metre	-	-
2RE-TARRING & CONCRETE
2.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	173.6	sqm	-	-
2.002	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.	38	sqm	-	-
2.003	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.	33.2	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.08 MB

Work Item Documents

BOQ_1483752.xls

BOQ • 0.31 MB

nitandsbd.pdf

Tender Documents • 1.76 MB

FOT.pdf

Tender Documents • 0.02 MB

PAG.pdf

Tender Documents • 0.07 MB

I_PACT.pdf

Tender Documents • 0.01 MB

AFDVT.pdf

Tender Documents • 0.06 MB

FEE_REMITTENCE.pdf

Tender Documents • 0.03 MB

E_PAYMENT.pdf

Tender Documents • 0.02 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SIDE PROTECTION WALL
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	4.79	cum	-	-
1.002	OD211444/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 (item 11.4.1.1 modified)	0.8	cum	-	-
1.003	12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4)	10.28	cum	-	-
1.004	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.51	tonne	-	-
1.005	OD211449/2026-2027:PVC WEEP HOLES -Providing weep holes using 75mm dia PVC pipes working pressure 4kg/sq.cm including cost of materials, conveyance, labour charge etc complete.	6	metre	-	-
2RE-TARRING & CONCRETE
2.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	173.6	sqm	-	-
2.002	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.	38	sqm	-	-
2.003	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.	33.2	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1SIDE PROTECTION WALL

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

4.79

cum

1.002

OD211444/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 (item 11.4.1.1 modified)

0.8

cum

1.003

12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m II. P.C.C. grade M 20 (i) Nominal mix (1:2:4)

10.28

cum

1.004

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

0.51

tonne

1.005

OD211449/2026-2027:PVC WEEP HOLES -Providing weep holes using 75mm dia PVC pipes working pressure 4kg/sq.cm including cost of materials, conveyance, labour charge etc complete.

metre

2RE-TARRING & CONCRETE

2.001

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

173.6

sqm

2.002

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.

sqm

2.003

75.5.5.B.2pb:Modified Penetration Macadam 75 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.

33.2

sqm