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LAC ADS LAC ADS 2024 25 Construction of new building for Health and Wellness Centre Dharmapuri in Vilakkudy Panchayat vilakkudy south ward of Pathanapuram LAC General Civil Work

Public Works Department

Dharmapuri | Kollam, Kerala

Amount: ₹17.5 LCloses: 26 May 2026Closed

Timeline

Published15 May 2026
Closed26 May 2026
Bid Opening28 May 2026

Tender Value

₹17.5 L

EMD Value

₹43,746

Closing Date

26 May 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer PWD Buildings Division Kollam

Work Description

LAC ADS LAC ADS 2024 25 Construction of new building for Health and Wellness Centre Dharmapuri in Vilakkudy Panchayat vilakkudy south ward of Pathanapuram LAC General Civil Work

Tender Information

Tender ID

2025_PWD_819081_7

Reference Number

PWD/BLDG/TR/12774/2025_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

180 days

Location

Dharmapuri

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 remittance towards bid submission fee and Bid Security (.pdf)

RequiredSelf attested copy of bidders valid registration certificate and Signed NIT and SBD (.pdf)

RequiredDuly filled and signed copy of bid submission letter as per item no.1 Part VI of bid document (.pdf)

RequiredPreliminary agreement,Notary attested Affidavit,GST registration certificate (.pdf)

RequiredDuly filled and signed copy of Integrity pact certificate as per item no.3 PartVI of bid document (.pdf)

RequiredDuly filled and signed copy of e payment form as per item no.6 PartVI of bid document. (.pdf)

RequiredTender schedule duly filled to be submitted through online only (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹43,746

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

15 May 2026

Published

15 May 2026

Bid Opening

28 May 2026

Download Starts

15 May 2026

Download Ends

26 May 2026

Submission Starts

15 May 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (80 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix: A - Building proper
1.001	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	-	-
1.002	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	-	cum	-	-
1.003	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)	1	cum	-	-
1.004	OD200547/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	1	cum	-	-
1.005	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	-	sqm	-	-
1.006	OD83773/2025-2026:Providing and laying in position batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work,using cement content as per approved design mix,including pumping of concrete in to site of laying but excluding the cost of centering,shuttering,finishing and reinforcement including admixtures in recommended proportions as per IS:9103 to accelerate,retard setting of concrete,improve workability without imparing stregnth and durability as per direction of Engineer-in-charge.Note: Cement content considered in this items is @330kg/cum.Excess cement content as per mix design is not Payable& less usage of cement is recoverable.	-	cum	-	-
1.007	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	1	kilogram	-	-
1.008	2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	-	cum	-	-
1.009	50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete	-	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1438064.xls

BOQ • 0.36 MB

viewsbd.pdf

Tender Documents • 1.64 MB

viewnit.pdf

Tender Documents • 0.03 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix: A - Building proper
1.001	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	-	-
1.002	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	-	cum	-	-
1.003	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)	1	cum	-	-
1.004	OD200547/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	1	cum	-	-
1.005	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	-	sqm	-	-
1.006	OD83773/2025-2026:Providing and laying in position batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work,using cement content as per approved design mix,including pumping of concrete in to site of laying but excluding the cost of centering,shuttering,finishing and reinforcement including admixtures in recommended proportions as per IS:9103 to accelerate,retard setting of concrete,improve workability without imparing stregnth and durability as per direction of Engineer-in-charge.Note: Cement content considered in this items is @330kg/cum.Excess cement content as per mix design is not Payable& less usage of cement is recoverable.	-	cum	-	-
1.007	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	1	kilogram	-	-
1.008	2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	-	cum	-	-
1.009	50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix: A - Building proper

1.001

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

1.002

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

cum

1.003

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

1.004

OD200547/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

cum

1.005

5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

sqm

1.006

OD83773/2025-2026:Providing and laying in position batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work,using cement content as per approved design mix,including pumping of concrete in to site of laying but excluding the cost of centering,shuttering,finishing and reinforcement including admixtures in recommended proportions as per IS:9103 to accelerate,retard setting of concrete,improve workability without imparing stregnth and durability as per direction of Engineer-in-charge.Note: Cement content considered in this items is @330kg/cum.Excess cement content as per mix design is not Payable& less usage of cement is recoverable.

cum

1.007

5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

kilogram

1.008

2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

cum

1.009

50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

cum