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Annual Plan DP EKM 1077/26 Renovation of Pozhichira SC Sanketham Chellanam GP General Civil Work

Local Self Government Department

KAKKANAD | Ernakulam, Kerala

Amount: ₹8.5 LCloses: 16 Oct 20266d left

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Timeline

Published8 Oct 2026
Closes16 Oct 2026
Bid Opening19 Oct 2026

Tender Value

₹8.5 L

EMD Value

₹21,179

Closing Date

16 Oct 2026, 3:00 pm6d left

Tender Inviting Organisation

Name

Executive Engineer

Address

O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam.

Work Description

Refer Tender Document

Tender Information

Tender ID

2026_LSGD_877556_1

Reference Number

ET28/DPEKM/AE/LSGD/26-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

180 days

Location

KAKKANAD

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

Requiredcopy of Duly filled and signed bid submission form (.pdf)

Requiredcopy of Preliminary agreement duly filled and signed by the contractor (.pdf)

Requiredcopy of contractors valid licence(PRICE 3), GST registration certificate and Aadhar card (.pdf)

Requiredcopy of Affidavit duly filled and signed by the contractor. (.pdf)

Requiredcopy of Duly filled and signed requisition form for epayment and format for Integrity Pact (.pdf)

RequiredSBD duly digitally signed by contractor (.pdf)

RequiredTender Schedule (should be rounded to two decimals, others cannot be uploaded in price 3) (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,870

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹21,179

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

8 Oct 2026

Published

8 Oct 2026

Bid Opening

19 Oct 2026

Download Starts

8 Oct 2026

Download Ends

16 Oct 2026

Submission Starts

8 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (15 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road
1.001	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	14.04	cum	-	-
1.002	2.2.1.A:Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(I) By Manual Means (A) In area of non-thorny jungle	0.01	Hectare	-	-
1.003	2.4.A.1:Uprooting and Removing Stumps & Roots Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of servicable material by manual means as per Technical Specification Clause 201. A. Lead upto 100 m (i) Girth above 300 mm to 600 mm	4	each	-	-
1.004	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	26.52	cum	-	-
1.005	11.4.1.1: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	1.3	cum	-	-
1.006	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)	4.68	cum	-	-
1.007	OD458865/2025-2026:Dry Rubble masonry -Dry Rubble masonry with DEPARTMENTAL good quality blasted rubble including conveyance of material and labour charges etc . complete as per direction of departmental officers at site	9.83	cum	-	-
1.008	OD458867/2025-2026:Dry Rubble masonry with good quality blasted Rubble including conveyance of all material and labour charges etc complete as per direction of Engineer	61.32	cum	-	-
1.009	OD458866/2025-2026:Earth filling using contractors earth cut and conveyed from outside in layers exceeding 20cm depth, consolidating each deposited layed by ramming and watering , lead upto 50m and lift upto 1.5m as per direction of site Engineer-in charge	35.88	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

RequisitionforEpaymentdocument.pdf

Tender Documents • 0.17 MB

viewsbd.pdf

Tender Documents • 1.84 MB

BOQ_1491316.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road
1.001	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	14.04	cum	-	-
1.002	2.2.1.A:Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(I) By Manual Means (A) In area of non-thorny jungle	0.01	Hectare	-	-
1.003	2.4.A.1:Uprooting and Removing Stumps & Roots Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of servicable material by manual means as per Technical Specification Clause 201. A. Lead upto 100 m (i) Girth above 300 mm to 600 mm	4	each	-	-
1.004	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	26.52	cum	-	-
1.005	11.4.1.1: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	1.3	cum	-	-
1.006	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)	4.68	cum	-	-
1.007	OD458865/2025-2026:Dry Rubble masonry -Dry Rubble masonry with DEPARTMENTAL good quality blasted rubble including conveyance of material and labour charges etc . complete as per direction of departmental officers at site	9.83	cum	-	-
1.008	OD458867/2025-2026:Dry Rubble masonry with good quality blasted Rubble including conveyance of all material and labour charges etc complete as per direction of Engineer	61.32	cum	-	-
1.009	OD458866/2025-2026:Earth filling using contractors earth cut and conveyed from outside in layers exceeding 20cm depth, consolidating each deposited layed by ramming and watering , lead upto 50m and lift upto 1.5m as per direction of site Engineer-in charge	35.88	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road

1.001

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

14.04

cum

1.002

2.2.1.A:Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(I) By Manual Means (A) In area of non-thorny jungle

0.01

Hectare

1.003

2.4.A.1:Uprooting and Removing Stumps & Roots Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of servicable material by manual means as per Technical Specification Clause 201. A. Lead upto 100 m (i) Girth above 300 mm to 600 mm

each

1.004

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

26.52

cum

1.005

11.4.1.1: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

1.3

cum

1.006

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

4.68

cum

1.007

OD458865/2025-2026:Dry Rubble masonry -Dry Rubble masonry with DEPARTMENTAL good quality blasted rubble including conveyance of material and labour charges etc . complete as per direction of departmental officers at site

9.83

cum

1.008

OD458867/2025-2026:Dry Rubble masonry with good quality blasted Rubble including conveyance of all material and labour charges etc complete as per direction of Engineer

61.32

cum

1.009

OD458866/2025-2026:Earth filling using contractors earth cut and conveyed from outside in layers exceeding 20cm depth, consolidating each deposited layed by ramming and watering , lead upto 50m and lift upto 1.5m as per direction of site Engineer-in charge

35.88

cum