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GENERAL-Social Justice Department Barrier Free State Accessible India Campaign at Govt. Homeopathic Medical college at Iranimuttam thiruvananthapuramProviding Access Friendly Environment for Persons with Disabilities at GHMCTConstruction of ramp and

Public Works Department

Thiruvananthapuram, Kerala

Amount: ₹2.8 LCloses: 24 Oct 20265d left

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Timeline

Published15 Oct 2026
Closes24 Oct 2026
Bid Opening26 Oct 2026

Tender Value

₹2.8 L

EMD Value

₹6,989

Closing Date

24 Oct 2026, 3:00 pm5d left

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

Special Buildings Subdivision, Ayurveda College, Thiruvananthapuram

Work Description

Barrier Free State Accessible India Campaign at Govt. Homeopathic Medical college at Iranimuttam thiruvananthapuram-Providing Access Friendly Environment for Persons with Disabilities at GHMCT-Construction of ramp and repair works of lift ceiling

Tender Information

Tender ID

2026_PWD_879778_1

Reference Number

PWD/BLDG/TR/2539/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

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

RequiredLicence (.pdf)

RequiredEpayment form (.pdf)

RequiredAffidavit (.pdf)

RequiredPreliminary agreement form (.pdf)

RequiredCopy of GST registration of the contractor (.pdf)

RequiredStandard Bid Document (.pdf)

RequiredForm of tender (.pdf)

RequiredIntegrity pact (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹620

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,989

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

15 Oct 2026

Published

15 Oct 2026

Bid Opening

26 Oct 2026

Download Starts

15 Oct 2026

Download Ends

24 Oct 2026

Submission Starts

15 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix-1 RAMP
1.001	15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm	27	sqm	-	-
1.002	15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar	0.35	cum	-	-
1.003	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	0.53	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)	1.08	cum	-	-
1.005	50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete	2.2	cum	-	-
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.	7.8	cum	-	-
1.007	4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	2.36	cum	-	-
1.008	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	11.75	sqm	-	-
1.009	13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)	12	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

affidavitnew.pdf

Tender Documents • 0.03 MB

BOQ_1495885.xls

BOQ • 0.31 MB

FormofTender.pdf

Tender Documents • 0.03 MB

IntegrityPact.pdf

Tender Documents • 0.05 MB

preliminaryagmt.pdf

Tender Documents • 0.25 MB

sbd_compressed.pdf

Additional Documents • 0.60 MB

epaymentnew.pdf

Tender Documents • 0.05 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix-1 RAMP
1.001	15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm	27	sqm	-	-
1.002	15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar	0.35	cum	-	-
1.003	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	0.53	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)	1.08	cum	-	-
1.005	50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete	2.2	cum	-	-
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.	7.8	cum	-	-
1.007	4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	2.36	cum	-	-
1.008	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	11.75	sqm	-	-
1.009	13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)	12	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix-1 RAMP

1.001

15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm

sqm

1.002

15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar

0.35

cum

1.003

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

0.53

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)

1.08

cum

1.005

50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

2.2

cum

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.

7.8

cum

1.007

4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

2.36

cum

1.008

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

11.75

sqm

1.009

13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

sqm