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67922-2026 GENERAL-Balance work of Palayam Jubilee Hospital Road Renovation and maintenance work-in Palayam Ward -General Civil Work

Local Self Government Department

Thiruvananthapuram Corporation | Thiruvananthapuram, Kerala

Amount: ₹21.2 LCloses: 1 Oct 20264d left

Timeline

Published25 Sept 2026
Closes1 Oct 2026
Bid Opening3 Oct 2026

Tender Value

₹21.2 L

EMD Value

₹50,000

Closing Date

1 Oct 2026, 6:00 pm4d left

Tender Inviting Organisation

Name

Superintending Engineer

Address

Office of the Superintending Engineer, LID-EW Thiruvananthapuram Corporation

Work Description

67922-2026 GENERAL-Balance work of Palayam Jubilee Hospital Road Renovation and maintenance work-in Palayam Ward -General Civil Work

Tender Information

Tender ID

2026_LSGD_871943_3

Reference Number

DB/62983/2026-27(82)

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

60 days

Location

Thiruvananthapuram Corporation

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredSIGNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSIGNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSIGNED COPY OF AFFIDAVIT (.pdf)

RequiredSIGNED COPY OF FORM OF TENDER (.pdf)

RequiredDULY FILLED AND SIGNED COPY OF SBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredSIGNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSIGNED COPY OF GST REGISTRATION CERTIFICATE (.pdf)

RequiredSELF ATTESTED COPY OF THE BIDDERS VALID REGISTRATION CERTIFICATE AND PAN CARD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

25 Sept 2026

Published

25 Sept 2026

Bid Opening

3 Oct 2026

Download Starts

25 Sept 2026

Download Ends

1 Oct 2026

Submission Starts

25 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Work
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	640	sqm	-	-
1.002	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	120	cum	-	-
1.003	OD153862/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 100mm Blocks (M40) of approved size, design and shape, laid in required pattern over and including a bed of 6 mm stone aggregate 50 mm average thickeness etc. complete as per the direction of Engineer in Charge.	880	sqm	-	-
1.004	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	16.37	cum	-	-
1.005	OD151942/2026-2027:Lifting, conveying and replacing in position Precast RCC Covering Slabs of 1.0 m x 0.50 m or nearest size over Open Drain/ Cross Drain etc. including all charges complete	25	no	-	-
1.006	3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11	85	cum	-	-
1.007	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	20.4	cum	-	-
1.008	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20	1.88	cum	-	-
1.009	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.23	tonne	-	-

Documents

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NIT Documents

Tendernotice_1.pdf

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Tendernotice_2.pdf

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Tendernotice_3.pdf

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Tendernotice_5.pdf

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Work Item Documents

nit.pdf

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BOQ_1480416.xls

BOQ • 0.30 MB

viewsbd.pdf

Tender Documents • 1.84 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Work
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	640	sqm	-	-
1.002	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	120	cum	-	-
1.003	OD153862/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 100mm Blocks (M40) of approved size, design and shape, laid in required pattern over and including a bed of 6 mm stone aggregate 50 mm average thickeness etc. complete as per the direction of Engineer in Charge.	880	sqm	-	-
1.004	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	16.37	cum	-	-
1.005	OD151942/2026-2027:Lifting, conveying and replacing in position Precast RCC Covering Slabs of 1.0 m x 0.50 m or nearest size over Open Drain/ Cross Drain etc. including all charges complete	25	no	-	-
1.006	3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11	85	cum	-	-
1.007	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	20.4	cum	-	-
1.008	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20	1.88	cum	-	-
1.009	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.23	tonne	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Work

1.001

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

640

sqm

1.002

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.

120

cum

1.003

OD153862/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 100mm Blocks (M40) of approved size, design and shape, laid in required pattern over and including a bed of 6 mm stone aggregate 50 mm average thickeness etc. complete as per the direction of Engineer in Charge.

880

sqm

1.004

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

16.37

cum

1.005

OD151942/2026-2027:Lifting, conveying and replacing in position Precast RCC Covering Slabs of 1.0 m x 0.50 m or nearest size over Open Drain/ Cross Drain etc. including all charges complete

1.006

3.7:Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

cum

1.007

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

20.4

cum

1.008

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

1.88

cum

1.009

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

0.23

tonne