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DEPOSIT-Nishagandhi Auditorium at Kanakakunnu Palace compound, Thiruvananthapuram

Public Works Department

Thiruvananthapuram, Kerala

Amount: ₹2.5 CrCloses: 13 Oct 2026Due tomorrow

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Timeline

Published30 Sept 2026
Closes13 Oct 2026
Bid Opening16 Oct 2026

Corrigenda

Corrigendum

1 updatesLatest on 6 Oct 2026

Tender Value

₹2.5 Cr

EMD Value

₹1 L

Closing Date

13 Oct 2026, 5:00 pmDue tomorrow

Tender Inviting Organisation

Name

The SE (Buildings), South Circle, Thiruvananthapur

Address

O/o the Superintending Engineer PWD Buildings South Circle Thiruvananthapuram

Work Description

DEPOSIT-Nishagandhi Auditorium at Kanakakunnu Palace compound, Thiruvananthapuram-Construction of a new Building for Green Room, Other back stage facility and Toilet Block-Composite Work

Tender Information

Tender ID

2026_PWD_875140_1

Reference Number

PWD/BLDG/TR/13433/2024_23_2_1

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Period of Work

180 days

Location

Thiruvananthapuram

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredAffidavit (.pdf)

RequiredSelf attested copy of registration certificate (License), GST registration certificate, and PAN Card (.pdf)

RequiredPreliminary agreement (.pdf)

RequiredE-Payment ,Integrity Pact Certificate, and other documents as specified in SBD (.pdf)

RequiredBid document , and Form of tender, (duly filled and Digitally signed) (.pdf)

RequiredBOQ or Tender schedule (.xls)

RequiredMOUin a stamp paper with notary attested and Electrical,Electronics license,ACandLift (issuedfromPWD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹9,759

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹1 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

30 Sept 2026

Published

30 Sept 2026

Bid Opening

16 Oct 2026

Download Starts

30 Sept 2026

Download Ends

13 Oct 2026

Submission Starts

30 Sept 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (362 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Foundation works up to Plinth level(Civil work)
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	241.51	cum	367.72	₹88,808.79
1.002	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	827.02	cum	263.35	₹2,17,796.24
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	49.07	cum	133.93	₹6,572.35
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.	502.12	cum	325.55	₹1,63,465.17
1.005	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)	58.04	cum	8,109.18	₹4,70,616.26
1.006	OD168605/2025-2026:Providing and laying in position ready mixed M-30 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)	258.44	cum	11,862.02	₹30,65,584.86
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	28,917.25	kilogram	114.92	₹33,23,170.37
1.008	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	237.19	sqm	394.74	₹93,629.56
1.009	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.	500.65	sqm	858.26	₹4,29,687.87

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.56 MB

Work Item Documents

integritypact.pdf

Corrigendum Documents

correctionnit.pdf

PDF • 0.08 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Foundation works up to Plinth level(Civil work)
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	241.51	cum	367.72	₹88,808.79
1.002	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	827.02	cum	263.35	₹2,17,796.24
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	49.07	cum	133.93	₹6,572.35
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.	502.12	cum	325.55	₹1,63,465.17
1.005	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)	58.04	cum	8,109.18	₹4,70,616.26
1.006	OD168605/2025-2026:Providing and laying in position ready mixed M-30 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)	258.44	cum	11,862.02	₹30,65,584.86
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	28,917.25	kilogram	114.92	₹33,23,170.37
1.008	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	237.19	sqm	394.74	₹93,629.56
1.009	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.	500.65	sqm	858.26	₹4,29,687.87

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Foundation works up to Plinth level(Civil work)

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

241.51

cum

367.72

₹88,808.79

1.002

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

827.02

cum

263.35

₹2,17,796.24

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

49.07

cum

133.93

₹6,572.35

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.

502.12

cum

325.55

₹1,63,465.17

1.005

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)

58.04

cum

8,109.18

₹4,70,616.26

1.006

OD168605/2025-2026:Providing and laying in position ready mixed M-30 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)

258.44

cum

11,862.02

₹30,65,584.86

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

28,917.25

kilogram

114.92

₹33,23,170.37

1.008

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

237.19

sqm

394.74

₹93,629.56

1.009

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.

500.65

sqm

858.26

₹4,29,687.87