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GENERAL-Govt.Mental Health Centre, Peroorkada, Thiruvananthapuram- Maintenance works in connection with drainage system from Doctors RoomToilets-Construction of new septic tank ,maintenance of toilets and sewarage system from Doctors rooms -General C

Public Works Department

Thiruvananthapuram, Kerala

Amount: ₹8.5 LCloses: 17 Oct 20266d left

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Timeline

Published7 Oct 2026
Closes17 Oct 2026
Bid Opening19 Oct 2026

Tender Value

₹8.5 L

EMD Value

₹21,184

Closing Date

17 Oct 2026, 11:00 am6d left

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

O/o the Assistant Executive Engineer, PWD Buildings Sub division, PMG, Thiruvananthapuram.

Work Description

GENERAL-Govt.Mental Health Centre, Peroorkada, Thiruvananthapuram- Maintenance works in connection with drainage system from Doctors RoomToilets-Construction of new septic tank ,maintenance of toilets and sewarage system from Doctors rooms

Tender Information

Tender ID

2026_PWD_877076_1

Reference Number

PWD/BLDG/TR/15791/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

60 days

Location

Thiruvananthapuram

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredPreliminary Agreement (.pdf)

RequiredAffidavit (.pdf)

RequiredAttested copy of License (.pdf)

RequiredGST Documents (.pdf)

RequiredTender Schedule (.xls)

RequiredEMD exemption documents (If any) (.pdf)

RequiredDeclaration and e-payment form (.pdf)

RequiredForm of tender (.pdf)

RequiredIntegrity pact (.pdf)

RequiredStandard Bid Document (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,870

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹21,184

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 Oct 2026

Published

7 Oct 2026

Bid Opening

19 Oct 2026

Download Starts

7 Oct 2026

Download Ends

17 Oct 2026

Submission Starts

7 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (61 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Septic tank
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	28.13	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	3.97	cum	-	-
1.003	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	9.74	cum	-	-
1.004	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)	1.02	cum	-	-
1.005	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	1.38	sqm	-	-
1.006	OD147387/2026-2027:Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in -charge. Note:- Minimum cement content to be adopted is @340 kg/cum. .All work up to plinth level (Excess/less cost of cement as per mix design is not payable/recoverable)	11.51	cum	-	-
1.007	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	3.24	sqm	-	-
1.008	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.	40.46	sqm	-	-
1.009	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	6.25	sqm	-	-

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_1490225.xls

BOQ • 0.35 MB

epayment.pdf

Tender Documents • 0.05 MB

SBD.pdf

Tender Documents • 1.63 MB

PreliminaryAgreement.pdf

Tender Documents • 0.03 MB

declaration.pdf

Tender Documents • 0.00 MB

integrity_pact.pdf

Tender Documents • 0.05 MB

form_of_tender.pdf

Tender Documents • 0.18 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Septic tank
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	28.13	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	3.97	cum	-	-
1.003	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	9.74	cum	-	-
1.004	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)	1.02	cum	-	-
1.005	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	1.38	sqm	-	-
1.006	OD147387/2026-2027:Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in -charge. Note:- Minimum cement content to be adopted is @340 kg/cum. .All work up to plinth level (Excess/less cost of cement as per mix design is not payable/recoverable)	11.51	cum	-	-
1.007	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	3.24	sqm	-	-
1.008	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.	40.46	sqm	-	-
1.009	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	6.25	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Septic tank

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

28.13

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

3.97

cum

1.003

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

9.74

cum

1.004

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)

1.02

cum

1.005

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

1.38

sqm

1.006

OD147387/2026-2027:Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in -charge. Note:- Minimum cement content to be adopted is @340 kg/cum. .All work up to plinth level (Excess/less cost of cement as per mix design is not payable/recoverable)

11.51

cum

1.007

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

3.24

sqm

1.008

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.

40.46

sqm

1.009

5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

6.25

sqm