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Civil Works - Water Works

Re- tender-GENERAL-Puthuppally Vadakku Padasekharam-Improvements to Mundar Puthuppally Vadakke Block Padasekharam in Kallara Panchayath in Vaikom LA Constituency.-General Civil Work

Irrigation Department

Kallara Panchayath | Kottayam, Kerala

Amount: ₹42.4 LCloses: 26 Jun 2026Closed

Timeline

Published19 Jun 2026
Closed26 Jun 2026
Technical Evaluation—
Award—

Bids

1 Bid29 Jun 2026

#	Company	Status
1	ELDHOSE K PAUL Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance

Tender Value

₹42.4 L

EMD Value

₹50,000

Closing Date

26 Jun 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer KD Division Thanneermukkom

Work Description

Re-Tender -G E N E R A L - P u t h u p p a l l y V a d a k k u Padasekharam-Improvements to Mundar Puthuppally Vadakke Block Padasekharam in Kallara Panchayath in Vaikom LA Constituency.-General Civil Work

Tender Information

Tender ID

2026_Irrig_849687_3

Reference Number

01/EE/KD/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

360 days

Location

Kallara Panchayath

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredBid documents with NIT (.pdf)

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

RequiredPreliminary Agreement as per item no-2 Part VI(in stamp paper) (.pdf)

RequiredBid security and Bid submission fee remittance (.pdf)

RequiredBid submission letter as per item no.1 Part VI (.pdf)

RequiredIntegrity pact certificate as per item no-3 Part VI (.pdf)

RequiredAffidavit as per item no.4 Part-VI (.pdf)

RequiredBidder valid registration certificate (.pdf)

RequiredAttested copy of GST certificate (.pdf)

RequiredCopy of pan card (.pdf)

RequiredQuoted boq (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

29 Jun 2026

Published

19 Jun 2026

Bid Opening

29 Jun 2026

Download Starts

19 Jun 2026

Download Ends

26 Jun 2026

Submission Starts

19 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (83 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of leading channel
1.001	OD23259/2025-2026:Common Approved OD- 5.3: Putting up ring bund of top width 1.50m, bottom width 2.75m.and average height of 2.50m with 1:1/4 side slope and protect the sides with coconut post of 4.50m long driving down 2.00m below bed level at 75cm c/c, providing 3 rows of weiling pieces 1/4 split coconut post on both sides and 1/4 split cross ties to alternate posts at top, bottom and middle portion and screening the sides of bund with Seperation memebrane of impermeable plastic sheet 125 micron thick fixed properly using coconut post and weiling pieces using reeper and nails in full height including tying properly using iron wire and coir altogether and supply and filling inside with hard clay/cut earth up to 2.50m, levell and conveyed with all leads and lifts including consolidating properly and maintaing the bund till the work is completed and dismantling the bund after completion of work etc. as per the directions of departmental officers at site.	-	metre	-	-
1.002	OD23261/2025-2026:Approved OD 22.1 Bailing out water using 5HP Pump -Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff 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	1	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	1	cum	-	-
1.005	2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m	1	sqm	-	-
1.006	OD23260/2025-2026:Common Approved OD-1.4 : Dry stone packing under foundation with good quality blasted rubble including conveyance o material and labour charges etc. complete as per direction of departmental officers at site.	-	cum	-	-
1.007	OD23258/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers , levelling the top at site and consolidation by ramming , etc complete for improving the CBR value of subgrade	-	cum	-	-
1.008	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	-	sqm	-	-
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)	-	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1448027.pdf

PDF

boq_comp_chart.xlsx

xlsx

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

viewnit.pdf

Tender Documents • 0.03 MB

sbd.pdf

Tender Documents • 9.84 MB

BOQ_1448027.xls

BOQ • 0.36 MB

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Company

ELDHOSE K PAUL

Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of leading channel
1.001	OD23259/2025-2026:Common Approved OD- 5.3: Putting up ring bund of top width 1.50m, bottom width 2.75m.and average height of 2.50m with 1:1/4 side slope and protect the sides with coconut post of 4.50m long driving down 2.00m below bed level at 75cm c/c, providing 3 rows of weiling pieces 1/4 split coconut post on both sides and 1/4 split cross ties to alternate posts at top, bottom and middle portion and screening the sides of bund with Seperation memebrane of impermeable plastic sheet 125 micron thick fixed properly using coconut post and weiling pieces using reeper and nails in full height including tying properly using iron wire and coir altogether and supply and filling inside with hard clay/cut earth up to 2.50m, levell and conveyed with all leads and lifts including consolidating properly and maintaing the bund till the work is completed and dismantling the bund after completion of work etc. as per the directions of departmental officers at site.	-	metre	-	-
1.002	OD23261/2025-2026:Approved OD 22.1 Bailing out water using 5HP Pump -Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff 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	1	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	1	cum	-	-
1.005	2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m	1	sqm	-	-
1.006	OD23260/2025-2026:Common Approved OD-1.4 : Dry stone packing under foundation with good quality blasted rubble including conveyance o material and labour charges etc. complete as per direction of departmental officers at site.	-	cum	-	-
1.007	OD23258/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers , levelling the top at site and consolidation by ramming , etc complete for improving the CBR value of subgrade	-	cum	-	-
1.008	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	-	sqm	-	-
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)	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Construction of leading channel

1.001

OD23259/2025-2026:Common Approved OD- 5.3: Putting up ring bund of top width 1.50m, bottom width 2.75m.and average height of 2.50m with 1:1/4 side slope and protect the sides with coconut post of 4.50m long driving down 2.00m below bed level at 75cm c/c, providing 3 rows of weiling pieces 1/4 split coconut post on both sides and 1/4 split cross ties to alternate posts at top, bottom and middle portion and screening the sides of bund with Seperation memebrane of impermeable plastic sheet 125 micron thick fixed properly using coconut post and weiling pieces using reeper and nails in full height including tying properly using iron wire and coir altogether and supply and filling inside with hard clay/cut earth up to 2.50m, levell and conveyed with all leads and lifts including consolidating properly and maintaing the bund till the work is completed and dismantling the bund after completion of work etc. as per the directions of departmental officers at site.

metre

1.002

OD23261/2025-2026:Approved OD 22.1 Bailing out water using 5HP Pump -Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff 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

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

cum

1.005

2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m

sqm

1.006

OD23260/2025-2026:Common Approved OD-1.4 : Dry stone packing under foundation with good quality blasted rubble including conveyance o material and labour charges etc. complete as per direction of departmental officers at site.

cum

1.007

OD23258/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers , levelling the top at site and consolidation by ramming , etc complete for improving the CBR value of subgrade

cum

1.008

4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

sqm

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)

cum