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RETENDER-LAC-ADS-LAC-ADS 2025-26 Construction of waiting shed in Padanayarkulangara Karoorkadavu Road at Edakkulangara Junction - -Waiting Shed-General Civil Work

Public Works Department

KARUNAGAPPALLY | Kollam, Kerala

Amount: ₹8.0 LCloses: 24 Oct 2026

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Timeline

Published12 Oct 2026
Closes24 Oct 2026
Bid Opening28 Oct 2026

Tender Value

₹8.0 L

EMD Value

₹20,106

Closing Date

24 Oct 2026, 5:00 pm

Tender Inviting Organisation

Name

ASSISTNAT EXECUTIVE ENGINEER,

Address

ASSISTNAT EXECUTIVE ENGINEER, PWD ROADS SUBDIVISION, KARUNAGAPPALLY

Work Description

RETENDER-LAC-ADS-LAC-ADS 2025-26 Construction of waiting shed in Padanayarkulangara Karoorkadavu Road at Edakkulangara Junction - -Waiting Shed-General Civil Work

Tender Information

Tender ID

2026_PWD_877617_1

Reference Number

PWD/RB/TR/2690/2024

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

150 days

Location

KARUNAGAPPALLY

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredSIGNED AND SCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSIGNED AND SCANNED COPY OF E PAYMENT FORM (.pdf)

RequiredSIGNED AND SCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSIGNED AND SCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSIGNED AND SCANNED COPY OF FORM OF TENDER (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredNOTICE INVITING TENDER (.pdf)

RequiredSTANDARD BID DOCUMENT (.pdf)

RequiredCONTRACTORS REGISTRATION CERTIFICATE (.pdf)

RequiredGST AND PAN CARD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,775

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹20,106

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

12 Oct 2026

Published

12 Oct 2026

Bid Opening

28 Oct 2026

Download Starts

12 Oct 2026

Download Ends

24 Oct 2026

Submission Starts

12 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (25 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A
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	20.25	cum	-	-
1.002	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)	3.12	cum	-	-
1.003	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	17.28	sqm	-	-
1.004	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)	5.46	cum	-	-
1.005	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	587.79	kilogram	-	-
1.006	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.	5.51	cum	-	-
1.007	5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).	9.03	cum	-	-
1.008	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	35.6	sqm	-	-
1.009	5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more	1,053.81	kg	-	-

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

BOQ_1491584.xls

BOQ • 0.32 MB

NITEDA.pdf

Tender Documents • 0.03 MB

SBDEDA.pdf

Tender Documents • 1.64 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A
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	20.25	cum	-	-
1.002	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)	3.12	cum	-	-
1.003	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	17.28	sqm	-	-
1.004	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)	5.46	cum	-	-
1.005	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	587.79	kilogram	-	-
1.006	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.	5.51	cum	-	-
1.007	5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).	9.03	cum	-	-
1.008	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	35.6	sqm	-	-
1.009	5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more	1,053.81	kg	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A

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

20.25

cum

1.002

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)

3.12

cum

1.003

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

17.28

sqm

1.004

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)

5.46

cum

1.005

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

587.79

kilogram

1.006

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.

5.51

cum

1.007

5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).

9.03

cum

1.008

5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

35.6

sqm

1.009

5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more

1,053.81