Assam

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Works

Civil Works – Roads

Repairing of Road inside 500 TPD under Phase I

Industries and Commerce Department

APL Namrup | Dibrugarh, Assam

Amount: ₹14.8 LCloses: 29 Oct 2026

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Timeline

Published15 Oct 2026
Closes29 Oct 2026
Bid Opening30 Oct 2026

Tender Value

₹14.8 L

EMD Value

₹29,638

Closing Date

29 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

GM TS n CMP ic

Address

APL Namrup

Work Description

Repairing of Road inside 500 TPD under Phase I

Tender Information

Tender ID

2026_ICD_54517_1

Reference Number

APL/CnP/CIVILMAINT/2026-27/678

Tender Type

Open Tender

Product Category

Civil Works – Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

APL Namrup

Source Website

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Eligibility / Pre-Qualification

Please refer tender documents

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredEMD Integrity pact and undertaking (.pdf)

RequiredUnpriced Bid (.pdf)

Finance

Requiredprice Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹297

EMD Fee Amount

₹29,638

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

15 Oct 2026

Published

15 Oct 2026

Bid Opening

30 Oct 2026

Download Starts

15 Oct 2026

Download Ends

29 Oct 2026

Submission Starts

15 Oct 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation
1.01	Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	818	cum	-	-
1.02	Sand filling	249.6	cum	-	-
1.03	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	148.9	cum	-	-
1.04	Water Bound Macadam with Crushable Screenings WBM Grading 1 Using stone screening Type-A 13.2 mm for Gr.I Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404.	297.8	cum	-	-
1.05	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	50	cum	-	-
1.06	Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge	100	sqm	-	-
2.02	Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin- charge. (Old CC paver blocks shall be supplied by the department free of cost).	100	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.70 MB

Work Item Documents

NIT678.pdf

Tender Documents • 1.30 MB

BOQ_85492.xls

BOQ • 0.37 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation
1.01	Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	818	cum	-	-
1.02	Sand filling	249.6	cum	-	-
1.03	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	148.9	cum	-	-
1.04	Water Bound Macadam with Crushable Screenings WBM Grading 1 Using stone screening Type-A 13.2 mm for Gr.I Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404.	297.8	cum	-	-
1.05	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	50	cum	-	-
1.06	Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge	100	sqm	-	-
2.02	Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin- charge. (Old CC paver blocks shall be supplied by the department free of cost).	100	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation

1.01

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

818

cum

1.02

Sand filling

249.6

cum

1.03

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

148.9

cum

1.04

Water Bound Macadam with Crushable Screenings WBM Grading 1 Using stone screening Type-A 13.2 mm for Gr.I Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404.

297.8

cum

1.05

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

cum

1.06

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge

100

sqm

2.02

Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin- charge. (Old CC paver blocks shall be supplied by the department free of cost).

100

sqm