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GENERAL-MLA - ADS 2025 - 2026 - Construction of Model Anganvadi at Komathpara-Thalassery LAC-General Civil Work

Public Works Department

Komathpara | Kannur, Kerala

Amount: ₹23.7 LCloses: 28 Sept 20262d left

Timeline

Published19 Sept 2026
Closes28 Sept 2026
Bid Opening30 Sept 2026

Tender Value

₹23.7 L

EMD Value

₹50,000

Closing Date

28 Sept 2026, 3:00 pm2d left

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

EXECUTIVE ENGINEER PWD BUILDINGS DIVISION, THALASSERY

Work Description

GENERAL-MLA - ADS 2025 - 2026 - Construction of Model Anganvadi at Komathpara-Thalassery LAC-General Civil Work

Tender Information

Tender ID

2026_PWD_871256_1

Reference Number

10/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Location

Komathpara

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredCopy of Bid security remittance ( files size should be less than 1MB ) (.pdf)

RequiredDuly filled and signed copy of Bid submission letter asper item no-1 Part-VI(file size less than1MB) (.pdf)

RequiredDuly filled and signed copy of Integrity pact certificate as per item no-3 (files size less than1MB) (.pdf)

RequiredFilled and signed copy of Preliminary agreement as per item no-2 PartVI(files size less than 1MB) (.pdf)

Requiredfilled and signedcopy of Requisition for e-payment as per itemno-6 PartVI (files size less than 1MB) (.pdf)

RequiredDuly filled and signed copy of Affidavit as per item no-4 Part- VI (files size should be less than 1 (.pdf)

RequiredSelf attested Copy of Bidder valid registration certificate ( files size should be less than 1MB ) (.pdf)

RequiredBid documents with NIT (files size should be less than 3MB and should be uploaded separately) (.pdf)

RequiredCopy of Bid submission fee remittance ( files size should be less than 1MB ) (.pdf)

RequiredGST Document , PAN Card( files size should be less than 1MB) (.pdf)

RequiredBOQ(l files size should be less than 1MB, All files should be uploaded separately) (.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

19 Sept 2026

Published

19 Sept 2026

Bid Opening

30 Sept 2026

Download Starts

19 Sept 2026

Download Ends

28 Sept 2026

Submission Starts

19 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (84 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix - A - Construction of Building
1.001	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	31.42	cum	-	-
1.002	2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared	155.2	sqm	-	-
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)	9.21	cum	-	-
1.004	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.	32.57	cum	-	-
1.005	OD329040/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for RCC work using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering shuttring, finishing and reinforcement including admixture in recommended properties as per IS:8103 to accelarate retard setting of concrete ,improve workability without impairing strength and durability as per direction of engineer -in charge. cement content considered for this work is 340kg/cm3 of concrete .excess /less cement as per mix design is not payable /recoverable. detailed mix design to be supplemented .All work up to plinth level	4.67	cum	-	-
1.006	OD329042/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for RCC work using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering shuttring, finishing and reinforcement including admixture in recommended properties as per IS:9103 to accelarate retard setting of concrete ,improve workability without impairing strength and durability as per direction of engineer -in charge. cement content considered for this work is 340kg/cm3 of concrete .excess /less cement as per mix design is not payable /recoverable. detailed mix design to be supplemented .All work above plinth level upto floor 5 level	13.53	cum	-	-
1.007	OD329044/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.	31.46	cum	-	-
1.008	OD329039/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35X20X20 cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.	34.37	cum	-	-
1.009	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	560.76	kilogram	-	-

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.04 MB

Work Item Documents

SBD.pdf

Tender Documents • 1.63 MB

BOQ_1476601.xls

BOQ • 0.36 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix - A - Construction of Building
1.001	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	31.42	cum	-	-
1.002	2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared	155.2	sqm	-	-
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)	9.21	cum	-	-
1.004	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.	32.57	cum	-	-
1.005	OD329040/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for RCC work using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering shuttring, finishing and reinforcement including admixture in recommended properties as per IS:8103 to accelarate retard setting of concrete ,improve workability without impairing strength and durability as per direction of engineer -in charge. cement content considered for this work is 340kg/cm3 of concrete .excess /less cement as per mix design is not payable /recoverable. detailed mix design to be supplemented .All work up to plinth level	4.67	cum	-	-
1.006	OD329042/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for RCC work using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering shuttring, finishing and reinforcement including admixture in recommended properties as per IS:9103 to accelarate retard setting of concrete ,improve workability without impairing strength and durability as per direction of engineer -in charge. cement content considered for this work is 340kg/cm3 of concrete .excess /less cement as per mix design is not payable /recoverable. detailed mix design to be supplemented .All work above plinth level upto floor 5 level	13.53	cum	-	-
1.007	OD329044/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.	31.46	cum	-	-
1.008	OD329039/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35X20X20 cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.	34.37	cum	-	-
1.009	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	560.76	kilogram	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix - A - Construction of Building

1.001

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

31.42

cum

1.002

2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared

155.2

sqm

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)

9.21

cum

1.004

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.

32.57

cum

1.005

OD329040/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for RCC work using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering shuttring, finishing and reinforcement including admixture in recommended properties as per IS:8103 to accelarate retard setting of concrete ,improve workability without impairing strength and durability as per direction of engineer -in charge. cement content considered for this work is 340kg/cm3 of concrete .excess /less cement as per mix design is not payable /recoverable. detailed mix design to be supplemented .All work up to plinth level

4.67

cum

1.006

OD329042/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for RCC work using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering shuttring, finishing and reinforcement including admixture in recommended properties as per IS:9103 to accelarate retard setting of concrete ,improve workability without impairing strength and durability as per direction of engineer -in charge. cement content considered for this work is 340kg/cm3 of concrete .excess /less cement as per mix design is not payable /recoverable. detailed mix design to be supplemented .All work above plinth level upto floor 5 level

13.53

cum

1.007

OD329044/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.

31.46

cum

1.008

OD329039/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35X20X20 cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.

34.37

cum

1.009

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

560.76

kilogram