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PATTIAM GP K P SREEDHARAN MASTER ROAD IMPROVEMENTS

Local Self Government Department

PATTIAM | Kannur, Kerala

Amount: ₹14.0 LCloses: 23 Oct 20264d left

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Timeline

Published14 Oct 2026
Closes23 Oct 2026
Bid Opening24 Oct 2026

Tender Value

₹14.0 L

EMD Value

₹34,953

Closing Date

23 Oct 2026, 2:00 pm4d left

Tender Inviting Organisation

Name

ASSISTANT ENGINEER,LID AND EW SECTION,PATTIAM GP

Address

O/O ASSISTANT ENGINEER,LID AND EW SECTION,PATTIAM GP

Work Description

PATTIAM GP K P SREEDHARAN MASTER ROAD IMPROVEMENTS

Tender Information

Tender ID

2026_LSGD_878527_2

Reference Number

AE/LSGD PATTIAM/26-27/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

120 days

Location

PATTIAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSBD (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredE PAYMENT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredINTEGRITY PACT AND GST REGISTRATION CERTIFICATE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹34,953

Important Dates

Last Activity

14 Oct 2026

Published

14 Oct 2026

Bid Opening

24 Oct 2026

Download Starts

14 Oct 2026

Download Ends

23 Oct 2026

Submission Starts

14 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (19 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Estimate
1.001	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	139.8	cum	-	-
1.002	OD167797/2026-2027:Providing concrete for plain /reinforced concrete in open foundation complete as per grawings as technical specification caluse 802,803,1202,and 1203 grade M10(1) nominal mix 1:3:6	10.8	cum	-	-
1.003	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)	32.4	cum	-	-
1.004	11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>V. R.C.C. grade M 25	0.6	cum	-	-
1.005	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.05	tonne	-	-
1.006	2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses	5.88	cum	-	-
1.007	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.	45	sqm	-	-
1.008	OD167877/2026-2027:Granular sub-base/base/surface course with serviceable material available(departmental material) during scarifying of existing road. Construction of granular sub-base with departmental 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. ( Modified 4.11.2)	3.38	cum	-	-
1.009	4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> 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. (ii) For Grading II Material	3.38	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.16 MB

Work Item Documents

BOQ_1493454.xls

BOQ • 0.31 MB

PRELIMINARY.pdf

Tender Documents • 0.12 MB

AFFIDAVIT.pdf

Tender Documents • 0.10 MB

FORMOFTENDER.pdf

Tender Documents • 0.11 MB

INTEGRITYPACT.pdf

Tender Documents • 0.09 MB

EPAYMENT.pdf

Tender Documents • 0.09 MB

NIT.pdf

Tender Documents • 0.02 MB

BID.pdf

Tender Documents • 2.00 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Estimate
1.001	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	139.8	cum	-	-
1.002	OD167797/2026-2027:Providing concrete for plain /reinforced concrete in open foundation complete as per grawings as technical specification caluse 802,803,1202,and 1203 grade M10(1) nominal mix 1:3:6	10.8	cum	-	-
1.003	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)	32.4	cum	-	-
1.004	11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>V. R.C.C. grade M 25	0.6	cum	-	-
1.005	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.05	tonne	-	-
1.006	2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses	5.88	cum	-	-
1.007	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.	45	sqm	-	-
1.008	OD167877/2026-2027:Granular sub-base/base/surface course with serviceable material available(departmental material) during scarifying of existing road. Construction of granular sub-base with departmental 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. ( Modified 4.11.2)	3.38	cum	-	-
1.009	4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> 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. (ii) For Grading II Material	3.38	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Estimate

1.001

3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

139.8

cum

1.002

OD167797/2026-2027:Providing concrete for plain /reinforced concrete in open foundation complete as per grawings as technical specification caluse 802,803,1202,and 1203 grade M10(1) nominal mix 1:3:6

10.8

cum

1.003

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)

32.4

cum

1.004

11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 V. R.C.C. grade M 25

0.6

cum

1.005

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

0.05

tonne

1.006

2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses

5.88

cum

1.007

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.

sqm

1.008

OD167877/2026-2027:Granular sub-base/base/surface course with serviceable material available(departmental material) during scarifying of existing road. Construction of granular sub-base with departmental 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. ( Modified 4.11.2)

3.38

cum

1.009

4.1.A.2: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. (ii) For Grading II Material

3.38

cum