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Annual Plan-DPEKM-2026-27-SO451-27- NELLIKUZHY DIVISIONCONSTRUCTION OF MANAKKANAY CHECK DAM NELLIKUZHY GP WARD 20-General Civil Work

Local Self Government Department

O/o The Executive Engineer | Ernakulam, Kerala

Amount: ₹8.5 LCloses: 16 Oct 20265d left

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Timeline

Published6 Oct 2026
Closes16 Oct 2026
Bid Opening19 Oct 2026

Tender Value

₹8.5 L

EMD Value

₹21,177

Closing Date

16 Oct 2026, 3:00 pm5d 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_876920_1

Reference Number

ET21/DPEKM/AE/LSGD/26-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

270 days

Location

O/o The Executive Engineer

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

₹21,177

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

6 Oct 2026

Published

6 Oct 2026

Bid Opening

19 Oct 2026

Download Starts

6 Oct 2026

Download Ends

16 Oct 2026

Submission Starts

6 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (16 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Check dam
1.001	OD182695/2026-2027:60.1.1. RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete.	25	metre	-	-
1.002	50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete	84	hour	-	-
1.003	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	40.08	cum	-	-
1.004	OD182721/2026-2027:Desilting thodu using hydraulic excavator (cleaning debris and silt from thodu) depositing at the banks dressing etc complete.	60.75	cum	-	-
1.005	OD182706/2026-2027:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete.	143	each	-	-
1.006	OD182697/2026-2027:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.	23.25	cum	-	-
1.007	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	4.65	cum	-	-
1.008	5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)	13.58	cum	-	-
1.009	4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	8.12	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

viewsbd.pdf

Tender Documents • 1.64 MB

Requisitionfore-payment.pdf

Tender Documents • 0.17 MB

BOQ_1489709.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Check dam
1.001	OD182695/2026-2027:60.1.1. RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete.	25	metre	-	-
1.002	50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete	84	hour	-	-
1.003	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	40.08	cum	-	-
1.004	OD182721/2026-2027:Desilting thodu using hydraulic excavator (cleaning debris and silt from thodu) depositing at the banks dressing etc complete.	60.75	cum	-	-
1.005	OD182706/2026-2027:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete.	143	each	-	-
1.006	OD182697/2026-2027:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.	23.25	cum	-	-
1.007	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	4.65	cum	-	-
1.008	5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)	13.58	cum	-	-
1.009	4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	8.12	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Check dam

1.001

OD182695/2026-2027:60.1.1. RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete.

metre

1.002

50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete

hour

1.003

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

40.08

cum

1.004

OD182721/2026-2027:Desilting thodu using hydraulic excavator (cleaning debris and silt from thodu) depositing at the banks dressing etc complete.

60.75

cum

1.005

OD182706/2026-2027:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete.

143

each

1.006

OD182697/2026-2027:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.

23.25

cum

1.007

4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

4.65

cum

1.008

5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)

13.58

cum

1.009

4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

8.12

cum