Kerala

Active

Works

Civil Works - Buildings

DEPOSIT-Construction of International Hostel Block at KILA-Thaliparamba Campus (phase -1)-KILA -INTERNATIONAL HOSTEL-Composite Work-1

Public Works Department

Thaliparamba | Kannur, Kerala

Amount: ₹3.3 CrCloses: 15 Oct 20264d left

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.

Timeline

Published6 Oct 2026
Closes15 Oct 2026
Bid Opening17 Oct 2026

Tender Value

₹3.3 Cr

EMD Value

₹1 L

Closing Date

15 Oct 2026, 3:00 pm4d left

Tender Inviting Organisation

Name

Superintending Engineer

Address

O/o the Superintending Engineer PWD Buildings North Circle, Kozhikode. PIN 673001 Tel.No. 0495 2720812

Work Description

The provisions included in this phase comprise site levelling, foundation works, plinth filling, and concrete works up to the ground floor level only(Upto grid M).

Tender Information

Tender ID

2026_PWD_876872_1

Reference Number

PWD/BLDG/TR/8268/2026

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

540 days

Location

Thaliparamba

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

13 documents required · 13 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of registration certificate/license self attested (less than 1MB) (.pdf)

RequiredScanned copy of preliminary agreement (less than 1MB) (.pdf)

RequiredScanned copy of GST registration any other relevant document if required for tender approval(1MB) (.pdf)

RequiredScanned copy of EMD exemption document if any.(less than 1MB) (.pdf)

RequiredSigned copy of form of tender (less than 1MB) (.pdf)

RequiredSigned copy of Integrity pact (less than 1MB) (.pdf)

RequiredSigned copy of Affidavit(less than 1MB) (.pdf)

Requirede-payment form(less than 1MB) (.pdf)

RequiredStandard Bid Document(Technical document)(less than 3MB) (.pdf)

RequiredBOQ(Tender schedule) (.xls)

RequiredSigned copy of MoU b/w Electrical Contractor with Civil Contractor in stamp paper worth Rs.200 (.pdf)

RequiredScanned copy of Reverse Charge Invoice and challan paid to the GST Department directly (.pdf)

RequiredSelf attested license copy of Electrical/Electronics Contractor (.pdf)

Fee & Financial Details

Tender Fee Amount

₹8,270

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹1 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

6 Oct 2026

Published

6 Oct 2026

Bid Opening

17 Oct 2026

Download Starts

6 Oct 2026

Download Ends

15 Oct 2026

Submission Starts

6 Oct 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 (29 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Detailed Estimate(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	878	cum	240.45	₹2,11,115.1
1.002	2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock	1,727.5	cum	483.34	₹8,34,968.88
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	77.42	cum	335.74	₹25,992.66
1.004	2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock	381.58	cum	219.33	₹83,692.38
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)	180.74	cum	7,404.03	₹13,38,211.79
1.006	OD70443/2026-2027:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest in size in cement mortar 1:6 for Foundation and basement including all cost of materials, labour charges etc	43.64	cum	6,802.66	₹2,96,874.89
1.007	OD70445/2026-2027:Providing and laying in position machin batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended propotions as per IS : 9103 to accelerate , retard setting of concrete , improve workability without impairing strength and durability as per direction of Engineer - in - charge . Detailed mix design to be supplemented . Minimum cement content to be adopted is 340 kg/cum. Excess/Less cement content as per mix design is not payable/recoverable.All work up to plinth level.	609.63	cum	10,244.18	₹62,45,138.97
1.008	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	1,08,882.98	kilogram	104.93	₹1,14,25,091.09
1.009	22.23.1:Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerin- charge. The product performance shall carry guarantee for 10 years against any leakage.For vertical surface two coats @0.70 kg per sqm	12.69	sqm	475.48	₹6,032.89

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.18 MB

Work Item Documents

SBD.pdf

Tender Documents • 1.33 MB

BOQ_1489646.xls

BOQ • 0.35 MB

MOUElectrical.pdf

Additional Documents • 0.03 MB

Drawings.pdf

Additional Documents • 13.51 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Detailed Estimate(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	878	cum	240.45	₹2,11,115.1
1.002	2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock	1,727.5	cum	483.34	₹8,34,968.88
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	77.42	cum	335.74	₹25,992.66
1.004	2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock	381.58	cum	219.33	₹83,692.38
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)	180.74	cum	7,404.03	₹13,38,211.79
1.006	OD70443/2026-2027:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest in size in cement mortar 1:6 for Foundation and basement including all cost of materials, labour charges etc	43.64	cum	6,802.66	₹2,96,874.89
1.007	OD70445/2026-2027:Providing and laying in position machin batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended propotions as per IS : 9103 to accelerate , retard setting of concrete , improve workability without impairing strength and durability as per direction of Engineer - in - charge . Detailed mix design to be supplemented . Minimum cement content to be adopted is 340 kg/cum. Excess/Less cement content as per mix design is not payable/recoverable.All work up to plinth level.	609.63	cum	10,244.18	₹62,45,138.97
1.008	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	1,08,882.98	kilogram	104.93	₹1,14,25,091.09
1.009	22.23.1:Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerin- charge. The product performance shall carry guarantee for 10 years against any leakage.For vertical surface two coats @0.70 kg per sqm	12.69	sqm	475.48	₹6,032.89

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Detailed Estimate(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

878

cum

240.45

₹2,11,115.1

1.002

2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock

1,727.5

cum

483.34

₹8,34,968.88

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

77.42

cum

335.74

₹25,992.66

1.004

2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock

381.58

cum

219.33

₹83,692.38

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)

180.74

cum

7,404.03

₹13,38,211.79

1.006

OD70443/2026-2027:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest in size in cement mortar 1:6 for Foundation and basement including all cost of materials, labour charges etc

43.64

cum

6,802.66

₹2,96,874.89

1.007

OD70445/2026-2027:Providing and laying in position machin batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended propotions as per IS : 9103 to accelerate , retard setting of concrete , improve workability without impairing strength and durability as per direction of Engineer - in - charge . Detailed mix design to be supplemented . Minimum cement content to be adopted is 340 kg/cum. Excess/Less cement content as per mix design is not payable/recoverable.All work up to plinth level.

609.63

cum

10,244.18

₹62,45,138.97

1.008

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

1,08,882.98

kilogram

104.93

₹1,14,25,091.09

1.009

22.23.1:Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerin- charge. The product performance shall carry guarantee for 10 years against any leakage.For vertical surface two coats @0.70 kg per sqm

12.69

sqm

475.48

₹6,032.89