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Proj.No.481/27-Maintenance of Mankulam lane Lakshmi Nagar NSP Nagar Jyothy nagar Madankovil LIC Lane MG College backside Road Vyasa Nagar roads and byelanes in Kesavadasapuram Ward

Local Self Government Department

TVM CORPORATION | Thiruvananthapuram, Kerala

Amount: ₹25.4 LCloses: 19 Oct 20264d left

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Timeline

Published13 Oct 2026
Closes19 Oct 2026
Bid Opening20 Oct 2026

Tender Value

₹25.4 L

EMD Value

₹50,000

Closing Date

19 Oct 2026, 6:00 pm4d left

Tender Inviting Organisation

Name

ASSISTANT EXECUTIVE ENGINEER

Address

TVM CORPORATION

Work Description

Proj.No.481/27-Maintenance of Mankulam lane Lakshmi Nagar NSP Nagar Jyothy nagar Madankovil LIC Lane MG College backside Road Vyasa Nagar roads and byelanes in Kesavadasapuram Ward

Tender Information

Tender ID

2026_LSGD_878629_11

Reference Number

AEE2/TENDER/26-27/(12)

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

TVM CORPORATION

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSBD (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredE PAYMENT FORM (.pdf)

RequiredINTGRITY PACT CERITIFICATE (.pdf)

RequiredCOPY OF LICENSE,GST AND PAN CARD (.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

13 Oct 2026

Published

13 Oct 2026

Bid Opening

20 Oct 2026

Download Starts

13 Oct 2026

Download Ends

19 Oct 2026

Submission Starts

13 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Maintenance of roads and drain
1.001	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.	244.67	sqm	-	-
1.002	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> 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.	2,445.2	sqm	-	-
1.003	OD174872/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 -Packed bitumen rates and Antistripping Agent Providing, laying and rolling of close-graded premix surfacing material of20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Typе-В) aggregates using penetration grade bitumen to required line, grade and level to serve as wearingcourse on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (SOY PUBLUC WORKS 65)(Modified 75.5.11.1.A.2Z MÖRD)	2,445.2	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)	81.81	cum	-	-
1.005	1.8.1:Loading and Unloading of C.C. Blocks, Kerb, etc. <br> (i) Loading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar, Kerb, Channel, Bond Stone, etc. by manual means including a lead upto 30 m	12	cum	-	-
1.006	3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11	23.7	cum	-	-
1.007	11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth	25	cum	-	-
1.008	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6	2.5	cum	-	-
1.009	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)	3.15	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

481preli.pdf

Tender Documents • 0.12 MB

481aff.pdf

Tender Documents • 0.11 MB

481fot.pdf

Tender Documents • 0.01 MB

1Epay.pdf

Tender Documents • 0.23 MB

viewsbd.pdf

Tender Documents • 2.19 MB

1Integrity.pdf

Tender Documents • 0.23 MB

BOQ_1494164.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Maintenance of roads and drain
1.001	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.	244.67	sqm	-	-
1.002	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> 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.	2,445.2	sqm	-	-
1.003	OD174872/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 -Packed bitumen rates and Antistripping Agent Providing, laying and rolling of close-graded premix surfacing material of20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Typе-В) aggregates using penetration grade bitumen to required line, grade and level to serve as wearingcourse on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (SOY PUBLUC WORKS 65)(Modified 75.5.11.1.A.2Z MÖRD)	2,445.2	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)	81.81	cum	-	-
1.005	1.8.1:Loading and Unloading of C.C. Blocks, Kerb, etc. <br> (i) Loading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar, Kerb, Channel, Bond Stone, etc. by manual means including a lead upto 30 m	12	cum	-	-
1.006	3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11	23.7	cum	-	-
1.007	11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth	25	cum	-	-
1.008	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6	2.5	cum	-	-
1.009	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)	3.15	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Maintenance of roads and drain

1.001

75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.

244.67

sqm

1.002

75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.

2,445.2

sqm

1.003

OD174872/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 -Packed bitumen rates and Antistripping Agent Providing, laying and rolling of close-graded premix surfacing material of20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Typе-В) aggregates using penetration grade bitumen to required line, grade and level to serve as wearingcourse on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (SOY PUBLUC WORKS 65)(Modified 75.5.11.1.A.2Z MÖRD)

2,445.2

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)

81.81

cum

1.005

1.8.1:Loading and Unloading of C.C. Blocks, Kerb, etc. (i) Loading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar, Kerb, Channel, Bond Stone, etc. by manual means including a lead upto 30 m

cum

1.006

3.7:Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

23.7

cum

1.007

11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth

cum

1.008

11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

2.5

cum

1.009

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)

3.15

cum