Kerala

Technical Eval

Works

Civil Works - Roads

REBUILD Improvements and providing BM and BC in Murani Sasthamkoical road Ch 0.000 to 2.520 Thirumalida kshethram Kavanalkadavu palam road and Bishop AC road 0.000 to 0.800 Palathinkal Ettikalpoadi Road Work General Civil Work

Public Works Department

Pathanamthitta | Thiruvananthapuram, Kerala

Amount: ₹6.9 CrCloses: 17 Aug 2026Closed

Timeline

Published31 Jul 2026
Closed17 Aug 2026
Technical Evaluation8 Sept 2026
Award—

Bids

4 Bids8 Sept 2026

#	Company	Status
1	ALEN JOSE Accepted-Technical	Accepted-Technical Complied
2	I SAFARUDEEN Accepted-Technical	Accepted-Technical Complied
3	SREEDHANYA CONSTRUCTION COMPANY Accepted-Technical	Accepted-Technical Complied
4	valayanattu construction Accepted-Technical	Accepted-Technical Complied

Tender Value

₹6.9 Cr

EMD Value

₹2 L

Closing Date

17 Aug 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer, PWD Roads South Circle, T

Address

Office of the Superintending Engineer Roads South Circle, TVPM

Work Description

REBUILD Improvements and providing BM and BC in Murani Sasthamkoical road Ch 0.000 to 2.520 Thirumalida kshethram Kavanalkadavu palam road and Bishop AC road 0.000 to 0.800 Palathinkal Ettikalpoadi Road Work General Civil Work

Tender Information

Tender ID

2025_PWD_818991_5

Reference Number

PWD/RB/TR/6733/2025_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

270 days

Location

Pathanamthitta

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredExperience certificate and any other relevant documents (.pdf)

RequiredTechnical Bid Documents (Duly filled). (.pdf)

RequiredScanned copy of Remittance towards bid Submission fee and Bid Security. (.pdf)

RequiredScanned copy of Forms of Tender (Bid submission Letter) and Integrity Pact Certificate. (.pdf)

RequiredScanned copy of preliminary agreement. (.pdf)

RequiredRequisition for e-payment and Registration certificate details (License).Scanned copy of GST registr (.pdf)

RequiredScanned copy of Affidavit (.pdf)

Finance

RequiredBill of quantities (Schedule) (.xls)

Fee & Financial Details

Tender Fee Amount

₹13,010

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹2 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

8 Sept 2026

Published

31 Jul 2026

Bid Opening

20 Aug 2026

Download Starts

31 Jul 2026

Download Ends

17 Aug 2026

Submission Starts

31 Jul 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (40 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appx. A - Road Way
1.001	2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means	1	cum	-	-
1.002	2.6:Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately	1	cum	-	-
1.003	3.17: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 table 300-2.	-	cum	-	-
1.004	3.6: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 within all lifts and lead upto 1000m	1	cum	-	-
1.005	3.18:Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2	-	cum	-	-
1.006	4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method	-	cum	-	-
1.007	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	1	cum	-	-
1.008	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	-	sqm	-	-
1.009	5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.	-	sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Evaluation

tech_eval.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 2.12 MB

BOQ_1460574.xls

BOQ • 0.33 MB

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Company

ALEN JOSE

Accepted-Technical

I SAFARUDEEN

Accepted-Technical

SREEDHANYA CONSTRUCTION COMPANY

Accepted-Technical

valayanattu construction

Accepted-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appx. A - Road Way
1.001	2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means	1	cum	-	-
1.002	2.6:Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately	1	cum	-	-
1.003	3.17: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 table 300-2.	-	cum	-	-
1.004	3.6: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 within all lifts and lead upto 1000m	1	cum	-	-
1.005	3.18:Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2	-	cum	-	-
1.006	4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method	-	cum	-	-
1.007	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	1	cum	-	-
1.008	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	-	sqm	-	-
1.009	5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.	-	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appx. A - Road Way

1.001

2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means

cum

1.002

2.6:Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

cum

1.003

3.17: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 table 300-2.

cum

1.004

3.6: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 within all lifts and lead upto 1000m

cum

1.005

3.18:Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

cum

1.006

4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method

cum

1.007

4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

cum

1.008

5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

sqm

1.009

5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

sqm