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WARD 6 - CONSTRUCTION OF SLABS AT FRIENDS LANE AND RAIN WATER PIT NEAR KADATHUKADAVU AND RETARRING TEMPLE ROAD BYLANE WITHIN THE JURISDICTION OF ALUVA MUNICIPALITY 184/2026-27 (RETENDER)

Local Self Government Department

ALUVA MUNICIPALITY | Ernakulam, Kerala

Amount: ₹1.9 LCloses: 14 Oct 20264d left

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Timeline

Published8 Oct 2026
Closes14 Oct 2026
Bid Opening16 Oct 2026

Tender Value

₹1.9 L

EMD Value

₹4,780

Closing Date

14 Oct 2026, 3:00 pm4d left

Tender Inviting Organisation

Name

AE ALUVA MUNICIPALITY

Address

Office of the Assistant Executive Engineer, LID EW Section, ALUVA MUNICIPALITY

Work Description

WARD 6 - CONSTRUCTION OF SLABS AT FRIENDS LANE AND RAIN WATER PIT NEAR KADATHUKADAVU AND RETARRING TEMPLE ROAD BYLANE WITHIN THE JURISDICTION OF ALUVA MUNICIPALITY 184/2026-27 (RETENDER)

Tender Information

Tender ID

2026_LSGD_867829_2

Reference Number

03/184/2026/AE/LID EWALUVAMC

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

ALUVA MUNICIPALITY

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredSTANDARD BID DOCUMENT (.pdf)

RequiredCombined document of affiadavit, preliminary agreement, form of tender, e payment form and integrit (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,780

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

8 Oct 2026

Published

8 Oct 2026

Bid Opening

16 Oct 2026

Download Starts

8 Oct 2026

Download Ends

14 Oct 2026

Submission Starts

8 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SLAB FOR RAINWATER PIT
1.001	2.5.1.A:Dismantling of Structures <br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. <br> (I) By Manual Means <br> (A) Lime Concrete	1.22	cum	-	-
1.002	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)	0.54	cum	-	-
1.003	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	1.89	cum	-	-
1.004	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.19	tonne	-	-
1.005	OD25345/2026-2027:Engaging mancoolies	3	each	-	-
2RETARRING
2.001	OD25403/2026-2027:Scarifying the existing road surface to a depth of 150mm by mechanical means and recompacting the aggregate obtained from scarifying with power roller	132	sqm	-	-
2.002	4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	19.8	cum	-	-
2.003	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	132	sqm	-	-

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 • 3.37 MB

Tendernotice_2.pdf

PDF • 0.06 MB

Work Item Documents

COMBINEDPDF.pdf

Tender Documents • 3.36 MB

BOQ_1488753.xls

BOQ • 0.30 MB

NITFRIENDS.pdf

Tender Documents • 0.04 MB

SBDFRIENDS.pdf

Tender Documents • 1.77 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SLAB FOR RAINWATER PIT
1.001	2.5.1.A:Dismantling of Structures <br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. <br> (I) By Manual Means <br> (A) Lime Concrete	1.22	cum	-	-
1.002	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)	0.54	cum	-	-
1.003	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	1.89	cum	-	-
1.004	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.19	tonne	-	-
1.005	OD25345/2026-2027:Engaging mancoolies	3	each	-	-
2RETARRING
2.001	OD25403/2026-2027:Scarifying the existing road surface to a depth of 150mm by mechanical means and recompacting the aggregate obtained from scarifying with power roller	132	sqm	-	-
2.002	4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	19.8	cum	-	-
2.003	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	132	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1SLAB FOR RAINWATER PIT

1.001

2.5.1.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (I) By Manual Means (A) Lime Concrete

1.22

cum

1.002

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)

0.54

cum

1.003

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

1.89

cum

1.004

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

0.19

tonne

1.005

OD25345/2026-2027:Engaging mancoolies

each

2RETARRING

2.001

OD25403/2026-2027:Scarifying the existing road surface to a depth of 150mm by mechanical means and recompacting the aggregate obtained from scarifying with power roller

132

sqm

2.002

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

19.8

cum

2.003

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

132

sqm