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Civil Works - Roads

FDR-SDRF-Mulakkal Mankottukonam Road in Kattakkada GP(Vellanad BPCivil Work

Local Self Government Department

LID and EW, Subdivision Vellanad | Thiruvananthapuram, Kerala

Amount: ₹8.5 LCloses: 9 Oct 20267d left

Timeline

Published1 Oct 2026
Closes9 Oct 2026
Bid Opening13 Oct 2026

Tender Value

₹8.5 L

EMD Value

₹21,181

Closing Date

9 Oct 2026, 5:00 pm7d left

Tender Inviting Organisation

Name

AEE,LID and EW, Subdivision Vellanad

Address

AEE,LID and EW, Subdivision Vellanad

Work Description

FDR-SDRF-Mulakkal Mankottukonam Road in Kattakkada GP,Vellanad BP- DCTVM/24822026-H2-General Civil Work

Tender Information

Tender ID

2026_LSGD_872724_3

Reference Number

600(iv)/BDO/LSGD/VBP/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

120 days

Location

LID and EW, Subdivision Vellanad

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredTender Schedule (.xls)

RequiredScanned copy of e-payment form (.pdf)

RequiredScanned copy of Integrity Pact Certificate (.pdf)

RequiredScanned copy of Affidavit, SBD downloaded from Tender website etc (.pdf)

RequiredScanned copy of Preliminary agreement (.pdf)

RequiredScanned copy of Form of tender, form Performance guarantee by bank,Sample Guarantee bond etc (.pdf)

RequiredScanned copy of Contractors Licence, PAN card, AADHAARGST etc (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,870

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹21,181

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Oct 2026

Published

1 Oct 2026

Bid Opening

13 Oct 2026

Download Starts

1 Oct 2026

Download Ends

9 Oct 2026

Submission Starts

1 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Retarring
1.001	2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means	0.2	Hectare	-	-
1.002	5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65)	332	sqm	-	-
1.003	5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	1,680	sqm	-	-
1.004	5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65)	1,680	sqm	-	-
1.005	75.5.12.A.3.2Z:Seal Coat - Manual Means - Type C - Bitumen S-65 and Antistripping Agent Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case - III : Type C (II) Bitumen (S-65)	1,680	sqm	-	-
1.006	OD174959/2026-2027:Supplying and Fixing Name board of size 75 x 60 cm installed in the appropriate place visible to public made of brick wall Granite Plaque should be inserted and engraving letters etc complete as per the direction of departmental officers at site.	1	each	-	-
1.007	OD174958/2026-2027:S/F information board 75x60 cm using GI pipe as post 1mm thick MS sheet surrounded by MS angles including , lettering and fixing in concrete etc as per the direction of engineer in charge	1	each	-	-

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.86 MB

Work Item Documents

flo.pdf

Tender Documents • 1.84 MB

affidavit.pdf

Tender Documents • 0.45 MB

formoftender.pdf

Tender Documents • 0.47 MB

prelimenaryagreement.pdf

Tender Documents • 0.65 MB

PERFONCEGURANTEE.pdf

Tender Documents • 0.55 MB

samplegurantee.pdf

Tender Documents • 0.38 MB

sbd-mankottu.pdf

Tender Documents • 1.63 MB

BOQ_1485347.xls

BOQ • 0.30 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Retarring
1.001	2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means	0.2	Hectare	-	-
1.002	5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65)	332	sqm	-	-
1.003	5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	1,680	sqm	-	-
1.004	5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65)	1,680	sqm	-	-
1.005	75.5.12.A.3.2Z:Seal Coat - Manual Means - Type C - Bitumen S-65 and Antistripping Agent Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case - III : Type C (II) Bitumen (S-65)	1,680	sqm	-	-
1.006	OD174959/2026-2027:Supplying and Fixing Name board of size 75 x 60 cm installed in the appropriate place visible to public made of brick wall Granite Plaque should be inserted and engraving letters etc complete as per the direction of departmental officers at site.	1	each	-	-
1.007	OD174958/2026-2027:S/F information board 75x60 cm using GI pipe as post 1mm thick MS sheet surrounded by MS angles including , lettering and fixing in concrete etc as per the direction of engineer in charge	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Retarring

1.001

2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means

0.2

Hectare

1.002

5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65)

332

sqm

1.003

5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

1,680

sqm

1.004

5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65)

1,680

sqm

1.005

75.5.12.A.3.2Z:Seal Coat - Manual Means - Type C - Bitumen S-65 and Antistripping Agent Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case - III : Type C (II) Bitumen (S-65)

1,680

sqm

1.006

OD174959/2026-2027:Supplying and Fixing Name board of size 75 x 60 cm installed in the appropriate place visible to public made of brick wall Granite Plaque should be inserted and engraving letters etc complete as per the direction of departmental officers at site.

each

1.007

OD174958/2026-2027:S/F information board 75x60 cm using GI pipe as post 1mm thick MS sheet surrounded by MS angles including , lettering and fixing in concrete etc as per the direction of engineer in charge

each