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Annual Plan Avoly GP 2026-27 pro no124 Construction of MCF road

Local Self Government Department

Avoly | Ernakulam, Kerala

Amount: ₹6.3 LCloses: 5 Oct 2026

Timeline

Published26 Sept 2026
Closes5 Oct 2026
Bid Opening8 Oct 2026

Tender Value

₹6.3 L

EMD Value

₹15,870

Closing Date

5 Oct 2026, 4:00 pm

Tender Inviting Organisation

Name

Address

AE LID EW SECTION

Work Description

ROAD CONSTRUCTION

Tender Information

Tender ID

2026_LSGD_872446_1

Reference Number

01/AE/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Avoly

Source Website

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Eligibility / Pre-Qualification

Please refer tender documents

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBid security remittance (.pdf)

RequiredForm of tender (.pdf)

RequiredForm of Integrity pact certificate (.pdf)

RequiredScanned copy of Preliminary agreement (.pdf)

RequiredRequisition for e-payment (.pdf)

RequiredAffidavit (.pdf)

RequiredCopy of license pan card and gst (.pdf)

RequiredBid submission fee remittance (.pdf)

RequiredSigned copy of NIT with SBD (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,400

EMD Fee Amount

₹15,870

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

8 Oct 2026

Download Starts

26 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

26 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road
1.001	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements 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 upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	3.24	cum	-	-
1.002	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	21.6	cum	-	-
1.003	OD181255/2026-2027:od1262281/2021_2022 :Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge.	216	sqm	-	-
1.004	OD181253/2026-2027:DOWEL BARS- Supplying and providing MS dowel bars of size 16 mm dia, 2.00 m long (1.00 m in rock and 1.00 m in concrete) including drilling holes of 20 mm dia to a depth of 1.00m in rock and filling the gap with cement grout (0.10kg/each). Modified 60.5.2	33	each	-	-
1.005	OD205344/2026-2027:Providing Plain Cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 Fine aggregate: 4 Course aggregate) laid to required slope and camber in panels @ 3.00m C/C as required including compaction using Needle vibrator, finishing and tamping etc complete . Max size of coarse aggregate not exceed 25mm , mixed in concrete mixer etc complete. Modified 75.8.1	2.25	cum	-	-
1.006	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)	20.25	cum	-	-
1.007	3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	22.5	cum	-	-
1.008	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	7.06	cum	-	-

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

SBDMCFROADCONSTRUCTION124.pdf

Tender Documents • 1.75 MB

BOQ_1479619.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road
1.001	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements 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 upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	3.24	cum	-	-
1.002	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	21.6	cum	-	-
1.003	OD181255/2026-2027:od1262281/2021_2022 :Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge.	216	sqm	-	-
1.004	OD181253/2026-2027:DOWEL BARS- Supplying and providing MS dowel bars of size 16 mm dia, 2.00 m long (1.00 m in rock and 1.00 m in concrete) including drilling holes of 20 mm dia to a depth of 1.00m in rock and filling the gap with cement grout (0.10kg/each). Modified 60.5.2	33	each	-	-
1.005	OD205344/2026-2027:Providing Plain Cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 Fine aggregate: 4 Course aggregate) laid to required slope and camber in panels @ 3.00m C/C as required including compaction using Needle vibrator, finishing and tamping etc complete . Max size of coarse aggregate not exceed 25mm , mixed in concrete mixer etc complete. Modified 75.8.1	2.25	cum	-	-
1.006	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)	20.25	cum	-	-
1.007	3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	22.5	cum	-	-
1.008	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	7.06	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1road

1.001

2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements 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 upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

3.24

cum

1.002

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

21.6

cum

1.003

OD181255/2026-2027:od1262281/2021_2022 :Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge.

216

sqm

1.004

OD181253/2026-2027:DOWEL BARS- Supplying and providing MS dowel bars of size 16 mm dia, 2.00 m long (1.00 m in rock and 1.00 m in concrete) including drilling holes of 20 mm dia to a depth of 1.00m in rock and filling the gap with cement grout (0.10kg/each). Modified 60.5.2

each

1.005

OD205344/2026-2027:Providing Plain Cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 Fine aggregate: 4 Course aggregate) laid to required slope and camber in panels @ 3.00m C/C as required including compaction using Needle vibrator, finishing and tamping etc complete . Max size of coarse aggregate not exceed 25mm , mixed in concrete mixer etc complete. Modified 75.8.1

2.25

cum

1.006

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)

20.25

cum

1.007

3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

22.5

cum

1.008

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

7.06

cum