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Civil Works - Roads

KR0667 MRL08 Manjapara Kundayam Pulimood Akkonam keezhthoni Anapara Mukkada Palamon Road (Quotation work)

PMGSY

KSRRDA | Thiruvananthapuram, Kerala | Kollam, Kerala

Amount: ₹2.6 CrCloses: 15 Oct 20263d left

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Timeline

Published6 Oct 2026
Closes15 Oct 2026
Bid Opening19 Oct 2026

Tender Value

₹2.6 Cr

EMD Value

₹1 L

Closing Date

15 Oct 2026, 6:00 pm3d left

Tender Inviting Organisation

Name

CE KSRRDA

Address

3rd Floor, Revenue Complex, Public Office Compound, Vikas Bhavan P. O. Thiruvananthapuram, Kerala PIN-695033

Work Description

PMGSY-III- 2021 - 2022 (Batch-1) Package No. KR0667 Chadayamangalam Block, Kollam District including Maintenance for Five years after construction. (Quotation work)

Tender Information

Tender ID

2026_KSRD_149765_1

Reference Number

43/3414/2024-25/CE-KSRRDA1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

360 days

Location

KSRRDA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

Required1. Scanned copy of Contract License including the date of validity- PDF (.pdf)

Required2. Scanned copy of original Affidavit in stamp paper of Rs 200/- PDF (.pdf)

Required3. Preliminary Agreement in stamp paper of Rs 200/- as mentioned in SBD - PDF (.pdf)

Required4. Scanned copy of PAN card, GST registration PDF (.pdf)

Required5. Standard Bidding Document- Downloaded (.pdf)

Required6. Contact information of the bidder. (.pdf)

Required7. Submission of all other documents mentioned in 4(b) of NIT (.pdf)

Finance

RequiredFinancial Bid only (.xls)

Fee & Financial Details

Tender Fee Amount

₹8,270

EMD Fee Amount

₹1 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

6 Oct 2026

Published

6 Oct 2026

Bid Opening

19 Oct 2026

Download Starts

6 Oct 2026

Download Ends

15 Oct 2026

Submission Starts

6 Oct 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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 (38 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1MRL 10 - MRL08-MANJAPARA KUNDAYAM PULIMOOD AKKONAM KEEZHTHONNI ANAPARA MUKKADA PALAMON ROAD 4924 M
2CLEARING AND GRUBBING
2.01	Clearing Grass and Removal of Rubbish - Clearing grass and removal of rubbish upto a distance of 30m outside the priphery of the area as per technical specification Clause 200.1	0.05	Hectare	24,774.85	₹1,337.84
3PAVEMENT COMPONENTS
3.01	Boundary Piller- Reinforced cement concrete M15 grade boundary pillers of standard design as per IRC:8 fixing in position including painting and priming etc.as per drawing and technical Specification clause 1704	80	each	828.3	₹66,264
3.02	Scarifying Existing Bituminous Surface to a depth of 150mm - by Mechanical Means - Scarifying the existing granular surafce to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1000m as per technical specification Clause 301.4.1	2,868.1	Sqm	5.32	₹15,258.29
3.03	Dismantling flexible Pavements- Dismantling of flexible Pavements and disposal of dismantled material upto a lead of 100m, stacking serviceable and unserviceable materials seperately by Mechanical means as per technical specification Clause 202.3 - Bituminous Courses	140.36	Cum	283.74	₹39,825.75
3.04	Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000m - 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 1.5m and lead upto 1000m as per technical specification Clause 302.3	4,650.73	Cum	31.45	₹1,46,265.52
3.05	Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause	257.25	Cum	44.89	₹11,547.82
3.06	Granular Sub-base with well graded material (Table 400.1)-By Mix in Place Method- For Grading I material -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 rotovator at OMC, and compacting with smooth wheel roller to achieve the desired density as per technical specification Clause 401	2,052.15	Cum	2,815.98	₹57,78,816.17

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 • 0.27 MB

Work Item Documents

SBD44KR0667.pdf

Tender Documents • 1.33 MB

BOQ_236105.xls

BOQ • 0.35 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1MRL 10 - MRL08-MANJAPARA KUNDAYAM PULIMOOD AKKONAM KEEZHTHONNI ANAPARA MUKKADA PALAMON ROAD 4924 M
2CLEARING AND GRUBBING
2.01	Clearing Grass and Removal of Rubbish - Clearing grass and removal of rubbish upto a distance of 30m outside the priphery of the area as per technical specification Clause 200.1	0.05	Hectare	24,774.85	₹1,337.84
3PAVEMENT COMPONENTS
3.01	Boundary Piller- Reinforced cement concrete M15 grade boundary pillers of standard design as per IRC:8 fixing in position including painting and priming etc.as per drawing and technical Specification clause 1704	80	each	828.3	₹66,264
3.02	Scarifying Existing Bituminous Surface to a depth of 150mm - by Mechanical Means - Scarifying the existing granular surafce to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1000m as per technical specification Clause 301.4.1	2,868.1	Sqm	5.32	₹15,258.29
3.03	Dismantling flexible Pavements- Dismantling of flexible Pavements and disposal of dismantled material upto a lead of 100m, stacking serviceable and unserviceable materials seperately by Mechanical means as per technical specification Clause 202.3 - Bituminous Courses	140.36	Cum	283.74	₹39,825.75
3.04	Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000m - 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 1.5m and lead upto 1000m as per technical specification Clause 302.3	4,650.73	Cum	31.45	₹1,46,265.52
3.05	Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause	257.25	Cum	44.89	₹11,547.82
3.06	Granular Sub-base with well graded material (Table 400.1)-By Mix in Place Method- For Grading I material -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 rotovator at OMC, and compacting with smooth wheel roller to achieve the desired density as per technical specification Clause 401	2,052.15	Cum	2,815.98	₹57,78,816.17

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1MRL 10 - MRL08-MANJAPARA KUNDAYAM PULIMOOD AKKONAM KEEZHTHONNI ANAPARA MUKKADA PALAMON ROAD 4924 M

2CLEARING AND GRUBBING

2.01

Clearing Grass and Removal of Rubbish - Clearing grass and removal of rubbish upto a distance of 30m outside the priphery of the area as per technical specification Clause 200.1

0.05

Hectare

24,774.85

₹1,337.84

3PAVEMENT COMPONENTS

3.01

Boundary Piller- Reinforced cement concrete M15 grade boundary pillers of standard design as per IRC:8 fixing in position including painting and priming etc.as per drawing and technical Specification clause 1704

each

828.3

₹66,264

3.02

Scarifying Existing Bituminous Surface to a depth of 150mm - by Mechanical Means - Scarifying the existing granular surafce to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1000m as per technical specification Clause 301.4.1

2,868.1

Sqm

5.32

₹15,258.29

3.03

Dismantling flexible Pavements- Dismantling of flexible Pavements and disposal of dismantled material upto a lead of 100m, stacking serviceable and unserviceable materials seperately by Mechanical means as per technical specification Clause 202.3 - Bituminous Courses

140.36

Cum

283.74

₹39,825.75

3.04

Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000m - 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 1.5m and lead upto 1000m as per technical specification Clause 302.3

4,650.73

Cum

31.45

₹1,46,265.52

3.05

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause

257.25

Cum

44.89

₹11,547.82

3.06

Granular Sub-base with well graded material (Table 400.1)-By Mix in Place Method- For Grading I material -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 rotovator at OMC, and compacting with smooth wheel roller to achieve the desired density as per technical specification Clause 401

2,052.15

Cum

2,815.98

₹57,78,816.17