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Civil Works - Roads

RETENDER-MLA-SDF-Sri Thiruvanchoor Radhakrishnan MLA SDF 2025-26-Making Sreerangam Lane road motorable in ward 48 (old ward -21) , Kottayam Municiplaity-General Civil Work

Local Self Government Department

OFFICE OF EXECUTIVE ENGINEER, KOTTAYAM MUNICIPALIT | Kottayam, Kerala

Amount: ₹4.2 LCloses: 13 Jul 2026Closed

Timeline

Published3 Jul 2026
Closed13 Jul 2026
Bid Opening14 Jul 2026

Tender Value

₹4.2 L

EMD Value

₹10,588

Closing Date

13 Jul 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

BIJIMOLE, MUNICIPAL ENGINEER

Address

OFFICE OF EXECUTIVE ENGINEER, KOTTAYAM MUNICIPALITY

Work Description

RETENDER-MLA-SDF-Sri Thiruvanchoor Radhakrishnan MLA SDF 2025-26-Making Sreerangam Lane road motorable in ward 48 (old ward -21) , Kottayam Municiplaity-General Civil Work

Tender Information

Tender ID

2026_LSGD_858817_1

Reference Number

04/ME/MLA/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

OFFICE OF EXECUTIVE ENGINEER, KOTTAYAM MUNICIPALIT

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OPF EPAYMENT (.pdf)

RequiredSBD (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,588

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Jul 2026

Published

3 Jul 2026

Bid Opening

14 Jul 2026

Download Starts

3 Jul 2026

Download Ends

13 Jul 2026

Submission Starts

3 Jul 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Sreerangam Lane Road Retarring
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.	-	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.	-	sqm	-	-
1.003	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 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 (S-65)	-	sqm	-	-
1.004	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20	-	cum	-	-
1.005	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	-	tonne	-	-
1.006	OD430523/2025-2026:Coolies engaged for shifting and placing cover slab.	-	each	-	-
1.007	OD539462/2025-2026:Surface dressing of the ground in all kinds of soil including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish lead up to 50m and lift up to 1.50m	-	sqm	-	-
1.008	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	-	cum	-	-
1.009	OD430500/2025-2026:Supplying and fixing granite board of size 75x60 cm size installed in appropriate place visible to public made of brick wall granite plague should be inserted and engraving letter etc; completed as per the direction of engineer in charge.(MoRD)	-	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 • 0.10 MB

Work Item Documents

AFFIDAVITreSREERANGAM.pdf

Tender Documents • 0.06 MB

PAreSREERANGAM.pdf

Tender Documents • 0.08 MB

FOTreSREERAMNGAM.pdf

Tender Documents • 0.07 MB

EPAYMENT.pdf

Tender Documents • 0.06 MB

INTEGRITYPACTCERTIFICATEpact.pdf

Tender Documents • 0.06 MB

viewsbdreSREERANGAM.pdf

Tender Documents • 1.68 MB

BOQ_1452143.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Sreerangam Lane Road Retarring
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.	-	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.	-	sqm	-	-
1.003	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 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 (S-65)	-	sqm	-	-
1.004	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20	-	cum	-	-
1.005	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	-	tonne	-	-
1.006	OD430523/2025-2026:Coolies engaged for shifting and placing cover slab.	-	each	-	-
1.007	OD539462/2025-2026:Surface dressing of the ground in all kinds of soil including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish lead up to 50m and lift up to 1.50m	-	sqm	-	-
1.008	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	-	cum	-	-
1.009	OD430500/2025-2026:Supplying and fixing granite board of size 75x60 cm size installed in appropriate place visible to public made of brick wall granite plague should be inserted and engraving letter etc; completed as per the direction of engineer in charge.(MoRD)	-	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Sreerangam Lane Road Retarring

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.

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.

sqm

1.003

75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 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 (S-65)

sqm

1.004

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

cum

1.005

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

tonne

1.006

OD430523/2025-2026:Coolies engaged for shifting and placing cover slab.

each

1.007

OD539462/2025-2026:Surface dressing of the ground in all kinds of soil including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish lead up to 50m and lift up to 1.50m

sqm

1.008

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

cum

1.009

OD430500/2025-2026:Supplying and fixing granite board of size 75x60 cm size installed in appropriate place visible to public made of brick wall granite plague should be inserted and engraving letter etc; completed as per the direction of engineer in charge.(MoRD)

each