Kerala

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Works

Civil Works - Buildings

KIIFB KILA Construction of School Building for GUPS Kaniyapuram

Kerala Institute of Local Administration (KILA)

Kaniyapuram, Trivandrum | Thiruvananthapuram, Kerala

Amount: ₹3.3 CrCloses: 12 Oct 2026Closed

Timeline

Published30 Sept 2026
Closed12 Oct 2026
Bid Opening15 Oct 2026

Tender Value

₹3.3 Cr

EMD Value

₹1 L

Closing Date

12 Oct 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Chief manager, KILA-KIIFB PMU, Thiruvananthapuram

Address

Chief manager, KILA-KIIFB PMU,KILA Regional Centre, Kumarapuram PO Thiruvananthapuram-695011

Work Description

KIIFB KILA Construction of School Building for GUPS Kaniyapuram Construction of School Building Composite Work

Tender Information

Tender ID

2026_KILA_874496_1

Reference Number

CM/KILA-KIIFB PMU/TENDER/R1-54/2022-23

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

450 days

Location

Kaniyapuram, Trivandrum

Source Website

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Eligibility / Pre-Qualification

Please refer tender documents

Documents Required

13 documents required · 13 mandatory

Fee/PreQual/Technical/Finance

RequiredBid NIT (.pdf)

RequiredDuly signed Preliminary Agreement in stamp paper worth Rs.200/- (.pdf)

RequiredSigned Copy of Tender documents (.pdf)

RequiredE payment form (.pdf)

RequiredGST Registration certificate (.pdf)

RequiredSigned Declaration (.pdf)

RequiredAttested valid Contractor License (Both Civil and PWD Electrical) (.pdf)

RequiredUndertaking of composite Tender duly signed (.pdf)

RequiredSigned Copy of Integrity Pact Certificate (.pdf)

RequiredSigned Copy of Affidavit (.pdf)

RequiredDrawings (.pdf)

RequiredBid submission letter (.pdf)

RequiredBOQ (.xls)

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

15 Oct 2026

Download Starts

30 Sept 2026

Download Ends

12 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 (205 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth Work(Civil work)
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	372.44	cum	263.35	₹98,081.55
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	6.2	cum	367.72	₹2,280.97
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	64.93	cum	133.93	₹8,696.21
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.	176.95	cum	325.55	₹57,605.75
1.005	2.35.3.1:Diluting and injecting chemical emulsion for POST -CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion): Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration	437.1	sqm	328.34	₹1,43,517.41
1.006	2.34.1:Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos / Lindane emulsifiable concentrate of 20%	182.39	Litre	257.53	₹46,970.64
2Works Up to Plinth(Civil work)
2.001	20.6.2.1:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile above 50 tonne and upto 100 tonne capacityInitial test (Test Load 2.5 times the Safe capacity)	1	per test	73,748.05	₹73,748.05
2.002	20.6.2.2:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile above 50 tonne and upto 100 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity)	1	per test	39,103.62	₹39,103.62

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.05 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

SBD.pdf

Tender Documents • 21.07 MB

BOQ_1484159.xls

BOQ • 0.63 MB

undertakingofcompositetender.pdf

Additional Documents • 0.39 MB

integritypactcertificate.pdf

Additional Documents • 0.37 MB

KILAPRELIMINARYAGREEMENT.pdf

Additional Documents • 0.03 MB

affidavit.pdf

Additional Documents • 0.46 MB

DECLARATION.pdf

Additional Documents • 0.19 MB

NIT.pdf

Additional Documents • 0.03 MB

compressed.pdf

Additional Documents • 4.07 MB

epaymentform.pdf

Additional Documents • 0.01 MB

Bidsubmissionletter.pdf

Additional Documents • 0.21 MB

Ready to Participate?

Download all tender documents and submit your bid

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth Work(Civil work)
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	372.44	cum	263.35	₹98,081.55
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	6.2	cum	367.72	₹2,280.97
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	64.93	cum	133.93	₹8,696.21
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.	176.95	cum	325.55	₹57,605.75
1.005	2.35.3.1:Diluting and injecting chemical emulsion for POST -CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion): Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration	437.1	sqm	328.34	₹1,43,517.41
1.006	2.34.1:Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos / Lindane emulsifiable concentrate of 20%	182.39	Litre	257.53	₹46,970.64
2Works Up to Plinth(Civil work)
2.001	20.6.2.1:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile above 50 tonne and upto 100 tonne capacityInitial test (Test Load 2.5 times the Safe capacity)	1	per test	73,748.05	₹73,748.05
2.002	20.6.2.2:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile above 50 tonne and upto 100 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity)	1	per test	39,103.62	₹39,103.62

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth Work(Civil work)

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

372.44

cum

263.35

₹98,081.55

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

6.2

cum

367.72

₹2,280.97

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

64.93

cum

133.93

₹8,696.21

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.

176.95

cum

325.55

₹57,605.75

1.005

2.35.3.1:Diluting and injecting chemical emulsion for POST -CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion): Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

437.1

sqm

328.34

₹1,43,517.41

1.006

2.34.1:Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos / Lindane emulsifiable concentrate of 20%

182.39

Litre

257.53

₹46,970.64

2Works Up to Plinth(Civil work)

2.001

20.6.2.1:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile above 50 tonne and upto 100 tonne capacityInitial test (Test Load 2.5 times the Safe capacity)

per test

73,748.05

₹73,748.05

2.002

20.6.2.2:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile above 50 tonne and upto 100 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity)

per test

39,103.62

₹39,103.62