Tender ID

Kerala

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Works

Civil Works - Others

NABARD-RIDF XXX- Vanam North Padasekaram-Construction of Sump at Vanam north Padasekaram, Thalayazham Krishi Bhavan-General Civil Work

Department of Agriculture

Vanam North Thalayazham | Kottayam, Kerala

Amount: ₹7.6 LCloses: 18 Nov 20266d left

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Timeline

Published9 Nov 2026
Closes18 Nov 2026
Bid Opening20 Nov 2026

Tender Value

₹7.6 L

EMD Value

₹18,938

Closing Date

18 Nov 2026, 2:00 pm6d left

Tender Inviting Organisation

Name

Assistant Executive Engineer (Agri)Kottayam

Address

O/o Assistant Executive Engineer (Agri)Kottayam

Work Description

NABARD-RIDF XXX- Vanam North Padasekaram-Construction of Sump at Vanam north Padasekaram, Thalayazham Krishi Bhavan-General Civil Work

Tender Information

Tender ID

2026_AGRI_882571_2

Reference Number

AE(3)893(E)/23

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

365 days

Location

Vanam North Thalayazham

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)

RequiredDuly signed scanned copy of preliminary agreement and integrity pact (.pdf)

RequiredDigitally signed bid documents and NIT (.pdf)

RequiredBid security remittence and Bid submission letter as per item no-1 Part-V (.pdf)

RequiredRequisition for e-payment as per item no-6 PartVI and Affidavit as per item no-4 Part- VI (.pdf)

RequiredBidder valid registration certificate and GST Document (.pdf)

RequiredBid submission fee remittence (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,670

EMD Fee Amount

₹18,938

Important Dates

Last Activity

9 Nov 2026

Published

9 Nov 2026

Bid Opening

20 Nov 2026

Download Starts

9 Nov 2026

Download Ends

18 Nov 2026

Submission Starts

9 Nov 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (16 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix I -Sump
1.001	OD505/2026-2027:Putting up ring bund to a bottom width of 3m, top width of 1m, height of 2m and side slopes 1/2:1 by driving down half split coconut posts 3m long to a depth of 1.5m below ground level at 0.75 C/C in two rows and fixing 1/4th split coconut wailing pieces in 3 rows and connecting the posts with 1/4th split cross ties, bamboo reepers for tying, screening and filling inside with clay maintain the bund till the completion of the work and removing the same after etc. complete	50	metre	-	-
1.002	OD508/2026-2027:Modified old 60.2.3 Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete	80	hour	-	-
1.003	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	48.51	cum	-	-
1.004	2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil	34.88	cum	-	-
1.005	OD507/2026-2027:Modified old data 60.64.1 Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete	90	metre	-	-
1.006	OD512/2026-2027:Modified old 60.64.4 Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end Details for one post of 8m long	90	metre	-	-
1.007	OD511/2026-2027:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (51.2.3)	1.94	cum	-	-
1.008	OD509/2026-2027:Modified old 60.7.2 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.	4.52	cum	-	-
1.009	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)	2.68	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

N2.pdf

Tender Documents • 0.03 MB

BOQ_1514122.xls

BOQ • 0.31 MB

B2.pdf

Tender Documents • 2.86 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix I -Sump
1.001	OD505/2026-2027:Putting up ring bund to a bottom width of 3m, top width of 1m, height of 2m and side slopes 1/2:1 by driving down half split coconut posts 3m long to a depth of 1.5m below ground level at 0.75 C/C in two rows and fixing 1/4th split coconut wailing pieces in 3 rows and connecting the posts with 1/4th split cross ties, bamboo reepers for tying, screening and filling inside with clay maintain the bund till the completion of the work and removing the same after etc. complete	50	metre	-	-
1.002	OD508/2026-2027:Modified old 60.2.3 Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete	80	hour	-	-
1.003	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	48.51	cum	-	-
1.004	2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil	34.88	cum	-	-
1.005	OD507/2026-2027:Modified old data 60.64.1 Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete	90	metre	-	-
1.006	OD512/2026-2027:Modified old 60.64.4 Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end Details for one post of 8m long	90	metre	-	-
1.007	OD511/2026-2027:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (51.2.3)	1.94	cum	-	-
1.008	OD509/2026-2027:Modified old 60.7.2 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.	4.52	cum	-	-
1.009	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)	2.68	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix I -Sump

1.001

OD505/2026-2027:Putting up ring bund to a bottom width of 3m, top width of 1m, height of 2m and side slopes 1/2:1 by driving down half split coconut posts 3m long to a depth of 1.5m below ground level at 0.75 C/C in two rows and fixing 1/4th split coconut wailing pieces in 3 rows and connecting the posts with 1/4th split cross ties, bamboo reepers for tying, screening and filling inside with clay maintain the bund till the completion of the work and removing the same after etc. complete

metre

1.002

OD508/2026-2027:Modified old 60.2.3 Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

hour

1.003

2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

48.51

cum

1.004

2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

34.88

cum

1.005

OD507/2026-2027:Modified old data 60.64.1 Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete

metre

1.006

OD512/2026-2027:Modified old 60.64.4 Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end Details for one post of 8m long

metre

1.007

OD511/2026-2027:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (51.2.3)

1.94

cum

1.008

OD509/2026-2027:Modified old 60.7.2 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.

4.52

cum

1.009

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)

2.68

cum