Kerala

Technical BO

Works

Civil Works - Buildings

General-Central Press Thiruvananthapuram Plan Proposal 2025-26 Main water Tank Maintenance washing areas and toilets construction Civil work

Public Works Department

Thiruvananthapuram, Kerala

Amount: ₹14.2 LCloses: 29 Jun 2026Closed

Timeline

Published20 Jun 2026
Closed29 Jun 2026
Technical Evaluation—
Award—

Bids

3 Bids2 Jul 2026

#	Company	Status
1	SUNEER.A Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance
2	SURESH KUMAR P Admitted-Fee/PreQual/Technical/Finance KARITHALAKKAL PUTHEN VEEDU ELAVANKKARA VELIYAMCODE PO TRIVANDRUM \| TRIVANDRUM	Admitted-Fee/PreQual/Technical/Finance
3	SURESH KUMAR.M Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance

Tender Value

₹14.2 L

EMD Value

₹35,398

Closing Date

29 Jun 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

PWD Buildings Division Thiruvananthapuram

Work Description

General-Central Press Thiruvananthapuram Plan Proposal 2025-26 Main water Tank Maintenance washing areas and toilets construction Civil work

Tender Information

Tender ID

2026_PWD_856895_1

Reference Number

TR/10599/2025_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

120 days

Location

Thiruvananthapuram

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredBid security remittance fee slip (in PDF Format and Max size 1 MB) (.pdf)

RequiredForm of Tender per item no-1 Part-VI (in PDF Format and Max size 1 MB) (.pdf)

RequiredIntegrity pact certificate as per item no-3 Part VI (in PDF Format and Max size 1 MB) (.pdf)

RequiredPreliminary agreement as per item no-2 Part VI (in PDF Format and Max size 1 MB) (.pdf)

RequiredRequisition for e-payment as per item no-6 Part VI (in PDF Format and Max size 1 MB) (.pdf)

RequiredAffidavit as per item no-4 Part- VI (in PDF Format and Max size 1 MB) (.pdf)

RequiredBidder valid registration certificate (in PDF Format and Max size 1 MB) (.pdf)

RequiredSBD with NIT (in PDF Format and Max size 3 MB) (.pdf)

RequiredBid submission fee remittance slip (in PDF Format and Max size 1 MB) (.pdf)

RequiredBill of Quantities (BOQ) (.xls)

RequiredGST Certificate (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹35,398

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

2 Jul 2026

Published

20 Jun 2026

Bid Opening

2 Jul 2026

Download Starts

20 Jun 2026

Download Ends

29 Jun 2026

Submission Starts

20 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (69 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Main Water Tank Maintenance
1.001	15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.	1	cum	-	-
1.002	15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)	-	cum	-	-
1.003	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)	-	cum	-	-
1.004	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.	1	sqm	-	-
1.005	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	-	sqm	-	-
1.006	OD56183/2025-2026:Providing and laying in position machine 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 proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note: Cement content considered in this item is @ 340 kg/ cum. Excess or less cement used as per design mix is not payable or recoverable separately. All work up to plinth level	1	cum	-	-
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	-	kilogram	-	-
1.008	22.5:Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg /sqm mixed with water proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.	1	sqm	-	-
1.009	13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)	-	sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1448353.pdf

PDF

boq_comp_chart.xlsx

xlsx

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

TenderDocuments.pdf

Tender Documents • 1.13 MB

BOQ_1448353.xls

BOQ • 0.35 MB

viewsbd.pdf

Tender Documents • 1.64 MB

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Company

SUNEER.A

Admitted-Fee/PreQual/Technical/Finance

SURESH KUMAR P

Admitted-Fee/PreQual/Technical/Finance

KARITHALAKKAL PUTHEN VEEDU ELAVANKKARA VELIYAMCODE PO TRIVANDRUM | TRIVANDRUM

SURESH KUMAR.M

Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Main Water Tank Maintenance
1.001	15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.	1	cum	-	-
1.002	15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)	-	cum	-	-
1.003	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)	-	cum	-	-
1.004	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.	1	sqm	-	-
1.005	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	-	sqm	-	-
1.006	OD56183/2025-2026:Providing and laying in position machine 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 proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note: Cement content considered in this item is @ 340 kg/ cum. Excess or less cement used as per design mix is not payable or recoverable separately. All work up to plinth level	1	cum	-	-
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	-	kilogram	-	-
1.008	22.5:Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg /sqm mixed with water proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.	1	sqm	-	-
1.009	13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)	-	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Main Water Tank Maintenance

1.001

15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

cum

1.002

15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)

cum

1.003

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)

cum

1.004

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.

sqm

1.005

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

sqm

1.006

OD56183/2025-2026:Providing and laying in position machine 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 proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note: Cement content considered in this item is @ 340 kg/ cum. Excess or less cement used as per design mix is not payable or recoverable separately. All work up to plinth level

cum

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

kilogram

1.008

22.5:Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg /sqm mixed with water proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

sqm

1.009

13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)

sqm