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CMLRRP-2.0-2024-25-Kalpetta LAC- Sl No. 4107- Nedumkarana- Pulloorkunnu- Nallannur Road- Muppainad

Local Self Government Department

Muppainad | Wayanad, Kerala

Amount: ₹33.9 LCloses: 28 Oct 2026

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Timeline

Published16 Oct 2026
Closes28 Oct 2026
Bid Opening30 Oct 2026

Tender Value

₹33.9 L

EMD Value

₹50,000

Closing Date

28 Oct 2026, 5:00 pm

Tender Inviting Organisation

Name

Asst.Engineer

Address

Asst.Engineer

Work Description

CMLRRP-2.0-2024-25-Kalpetta LAC- Sl No. 4107- Nedumkarana- Pulloorkunnu- Nallannur Road- Muppainad

Tender Information

Tender ID

2026_LSGD_879944_1

Reference Number

AE7ETENDER-3

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Muppainad

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredNOTICE INVITING TENDER (.pdf)

Fee & Financial Details

Tender Fee Amount

₹3,257

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

16 Oct 2026

Published

16 Oct 2026

Bid Opening

30 Oct 2026

Download Starts

16 Oct 2026

Download Ends

28 Oct 2026

Submission Starts

16 Oct 2026

Clarification Period

16 Oct 2026 - 28 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (15 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road work
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	1,665	sqm	-	-
1.002	2.5.2.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.(II) By Mechanical Means (A) Cement Concrete	87	cum	-	-
1.003	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	15.15	cum	-	-
1.004	OD32493/2026-2027:Providing and laying non-pressure NP2 class (light duty) RCC Pipes, jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement, 2 fine sand) including testing of joints etc. complete. 600mm dia RCC Pipe.	6	metre	-	-
1.005	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	2.92	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)	2.4	cum	-	-
1.007	OD25951/2026-2027:DR packing under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of materials and labour charges etc. complete as per direction of departmental officers at site.	0.45	cum	-	-
1.008	OD25960/2026-2027:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	23.28	cum	-	-
1.009	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.	117.6	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

BOQ_1496180.xls

BOQ • 0.26 MB

2SBD.pdf

Tender Documents • 2.25 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road work
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	1,665	sqm	-	-
1.002	2.5.2.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.(II) By Mechanical Means (A) Cement Concrete	87	cum	-	-
1.003	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	15.15	cum	-	-
1.004	OD32493/2026-2027:Providing and laying non-pressure NP2 class (light duty) RCC Pipes, jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement, 2 fine sand) including testing of joints etc. complete. 600mm dia RCC Pipe.	6	metre	-	-
1.005	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	2.92	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)	2.4	cum	-	-
1.007	OD25951/2026-2027:DR packing under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of materials and labour charges etc. complete as per direction of departmental officers at site.	0.45	cum	-	-
1.008	OD25960/2026-2027:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	23.28	cum	-	-
1.009	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.	117.6	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road work

1.001

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

1,665

sqm

1.002

2.5.2.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.(II) By Mechanical Means (A) Cement Concrete

cum

1.003

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

15.15

cum

1.004

OD32493/2026-2027:Providing and laying non-pressure NP2 class (light duty) RCC Pipes, jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement, 2 fine sand) including testing of joints etc. complete. 600mm dia RCC Pipe.

metre

1.005

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

2.92

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)

2.4

cum

1.007

OD25951/2026-2027:DR packing under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of materials and labour charges etc. complete as per direction of departmental officers at site.

0.45

cum

1.008

OD25960/2026-2027:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

23.28

cum

1.009

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.

117.6

cum