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Proj No 39 27 Maintenance of Transferred Institutions Govt UPS Kunnukuzhy maintenance and Retaining wall construction in Kannamoola ward

Local Self Government Department

Thiruvananthapuram, Kerala

Amount: ₹6.8 LCloses: 1 Oct 20264d left

Timeline

Published24 Sept 2026
Closes1 Oct 2026
Bid Opening3 Oct 2026

Tender Value

₹6.8 L

EMD Value

₹16,921

Closing Date

1 Oct 2026, 6:00 pm4d left

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer

Work Description

Proj No 39 27 Maintenance of Transferred Institutions Govt UPS Kunnukuzhy maintenance and Retaining wall construction in Kannamoola ward

Tender Information

Tender ID

2026_LSGD_872595_2

Reference Number

EE(C)/PLANFUND TENDER/2026-27 (6)

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Wise

Period of Work

180 days

Location

Thiruvananthapuram

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredPreliminary Agreement (.pdf)

RequiredForm of Tender (.pdf)

RequiredAffidavit (.pdf)

RequiredEpayment form (.pdf)

RequiredIntegrity Pact (.pdf)

RequiredContractor Licence (.pdf)

RequiredGST Registration and PAN card (.pdf)

RequiredSBD (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,495

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹16,921

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

24 Sept 2026

Published

24 Sept 2026

Bid Opening

3 Oct 2026

Download Starts

24 Sept 2026

Download Ends

1 Oct 2026

Submission Starts

24 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RETAINING WALL
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	22.4	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)	5	cum	-	-
1.003	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)	7.2	cum	-	-
1.004	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	12	sqm	-	-
1.005	5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	15	cum	-	-
1.006	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.	100	sqm	-	-
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	2,148	kilogram	-	-
1.008	OD108215/2026-2027:PVC WEEP HOLES. Providing weep holes using 75mm dia. PVC pipes working pressure 4Kg/sq.cm includin cost of materials, conveyance, labour charges etc complete.	24	metre	-	-
1.009	50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge	20	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.38 MB

Work Item Documents

nit.pdf

Tender Documents • 0.36 MB

epay.pdf

Tender Documents • 0.23 MB

integrity.pdf

Tender Documents • 0.23 MB

affidavit.pdf

Tender Documents • 0.27 MB

viewsbd.pdf

Tender Documents • 1.89 MB

BOQ_1479921.xls

BOQ • 0.24 MB

fot.pdf

Tender Documents • 0.28 MB

preagmnt.pdf

Tender Documents • 0.29 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RETAINING WALL
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	22.4	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)	5	cum	-	-
1.003	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)	7.2	cum	-	-
1.004	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	12	sqm	-	-
1.005	5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	15	cum	-	-
1.006	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.	100	sqm	-	-
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	2,148	kilogram	-	-
1.008	OD108215/2026-2027:PVC WEEP HOLES. Providing weep holes using 75mm dia. PVC pipes working pressure 4Kg/sq.cm includin cost of materials, conveyance, labour charges etc complete.	24	metre	-	-
1.009	50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge	20	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1RETAINING WALL

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

22.4

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)

cum

1.003

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)

7.2

cum

1.004

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

sqm

1.005

5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

cum

1.006

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.

100

sqm

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

2,148

kilogram

1.008

OD108215/2026-2027:PVC WEEP HOLES. Providing weep holes using 75mm dia. PVC pipes working pressure 4Kg/sq.cm includin cost of materials, conveyance, labour charges etc complete.

metre

1.009

50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge

cum