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Proj 514-26-27 Laying tile in balance portion of Pullamthuruth road providing slab in Pallimattom road Laying tile from Pisharikovil temple to Pallimattom junction fencing inpallimatom thodu -road-General Civil Work Ward 50

Local Self Government Department

Tripunithura | Ernakulam, Kerala

Amount: ₹21.2 LCloses: 3 Oct 20266d left

Timeline

Published25 Sept 2026
Closes3 Oct 2026
Bid Opening7 Oct 2026

Tender Value

₹21.2 L

EMD Value

₹50,000

Closing Date

3 Oct 2026, 6:00 pm6d left

Tender Inviting Organisation

Name

Asst Exe Engineer

Address

Asst Exe Engineer,Tripunithura Municipality

Work Description

Proj 514-26-27 Laying tile in balance portion of Pullamthuruth road providing slab in Pallimattom road Laying tile from Pisharikovil temple to Pallimattom junction fencing inpallimatom thodu -road-General Civil Work Ward 50

Tender Information

Tender ID

2026_LSGD_872635_9

Reference Number

PW1-517354/26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

Tripunithura

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSBD (.pdf)

RequiredFOT (.pdf)

RequiredP A (.pdf)

RequiredE Payment Form (.pdf)

RequiredI Pact (.pdf)

RequiredAffidavit (.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

7 Oct 2026

Download Starts

25 Sept 2026

Download Ends

3 Oct 2026

Submission Starts

25 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road
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.	1,080	sqm	-	-
1.002	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	34.39	cum	-	-
1.003	OD22700/2026-2027:Providing and laying Interlocking cement concrete blocks 80 mm thick M40 hydraulic blocks of approved size . design and shape laid in required and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding flaying of inter locking paver blocks into compacted layer through vibratory compaction by using plate vibrator, and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in light traffic parking etc complete as per manufactures Specifications & direction of Engineer in charge	1,336.5	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)	14.63	cum	-	-
1.005	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	11.38	cum	-	-
1.006	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	1.13	tonne	-	-
1.007	OD15395/2026-2027:Mancoolies engaged for cleaning	8	each	-	-
1.008	OD15457/2026-2027: modified data 10.1 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.	236.25	kg	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 6.59 MB

Work Item Documents

BOQ_1480888.xls

BOQ • 0.30 MB

viewsbd.pdf

Tender Documents • 1.72 MB

PA.pdf

Tender Documents • 0.04 MB

FOT.pdf

Tender Documents • 0.02 MB

EpaymentForm.pdf

Tender Documents • 0.02 MB

IntegrityPact.pdf

Tender Documents • 0.01 MB

Affidavit.pdf

Tender Documents • 0.01 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road
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.	1,080	sqm	-	-
1.002	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	34.39	cum	-	-
1.003	OD22700/2026-2027:Providing and laying Interlocking cement concrete blocks 80 mm thick M40 hydraulic blocks of approved size . design and shape laid in required and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding flaying of inter locking paver blocks into compacted layer through vibratory compaction by using plate vibrator, and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in light traffic parking etc complete as per manufactures Specifications & direction of Engineer in charge	1,336.5	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)	14.63	cum	-	-
1.005	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	11.38	cum	-	-
1.006	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	1.13	tonne	-	-
1.007	OD15395/2026-2027:Mancoolies engaged for cleaning	8	each	-	-
1.008	OD15457/2026-2027: modified data 10.1 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.	236.25	kg	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1road

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.

1,080

sqm

1.002

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

34.39

cum

1.003

OD22700/2026-2027:Providing and laying Interlocking cement concrete blocks 80 mm thick M40 hydraulic blocks of approved size . design and shape laid in required and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding flaying of inter locking paver blocks into compacted layer through vibratory compaction by using plate vibrator, and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in light traffic parking etc complete as per manufactures Specifications & direction of Engineer in charge

1,336.5

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)

14.63

cum

1.005

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

11.38

cum

1.006

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

1.13

tonne

1.007

OD15395/2026-2027:Mancoolies engaged for cleaning

each

1.008

OD15457/2026-2027: modified data 10.1 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

236.25