Punjab

Active

Works

Civil Works - Roads

Upgradation of Flexible Roads at IFP Kotkapura

Department of Industries and Commerce

IFP Kot Kapura | Faridkot, Punjab

Amount: ₹1.7 CrCloses: 28 Sept 2026Due tomorrow

Timeline

Published14 Sept 2026
Closes28 Sept 2026
Bid Opening29 Sept 2026

Tender Value

₹1.7 Cr

EMD Value

₹3.3 L

Closing Date

28 Sept 2026, 11:00 amDue tomorrow

Tender Inviting Organisation

Name

Project Engineer 3

Address

PSIEC Chandigarh

Work Description

Upgradation of Flexible Roads at IFP Kotkapura

Tender Information

Tender ID

2026_IC_175233_1

Reference Number

PSIEC/Roads/KotKapura

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

300 days

Location

IFP Kot Kapura

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredUpload all the documents as per DNIT (.pdf)

Finance

RequiredPricebid (.xls)

Fee & Financial Details

Tender Fee Amount

₹11,800

EMD Fee Amount

₹3.3 L

Important Dates

Last Activity

14 Sept 2026

Published

14 Sept 2026

Bid Opening

29 Sept 2026

Download Starts

14 Sept 2026

Download Ends

28 Sept 2026

Submission Starts

14 Sept 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (15 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Dismantling of Flexible Pavements (By Mechanical Means)
1.01	Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications	279.52	Cum	307.62	₹85,985.94
2Excavation for Roadway (By Mechanical Means)
2.01	Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lift and combined lead up to 60 mtr.	1,679.02	Cum	33.71	₹56,599.76
3Compaction of Earth work
3.01	Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers)	5,051.05	Sqm	6.32	₹31,922.64
4	Construction of granular sub-base with dismantled material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, carriage to site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications. (Labour Only)	139.76	Cum	199.2	₹27,840.19
5	Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, carriage to site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications	850.18	Cum	2,126.75	₹18,08,120.32
6	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 mix plant, carriage to site of work, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications	1,206.54	Cum	2,865.99	₹34,57,931.57
7	Prime Coat @ 0.85kg per sqm Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications	2,096.83	Sqm	81.56	₹1,71,017.45

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.32 MB

Work Item Documents

DNIT.pdf

Tender Documents • 8.58 MB

BOQ_356566.xls

BOQ • 0.26 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Dismantling of Flexible Pavements (By Mechanical Means)
1.01	Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications	279.52	Cum	307.62	₹85,985.94
2Excavation for Roadway (By Mechanical Means)
2.01	Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lift and combined lead up to 60 mtr.	1,679.02	Cum	33.71	₹56,599.76
3Compaction of Earth work
3.01	Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers)	5,051.05	Sqm	6.32	₹31,922.64
4	Construction of granular sub-base with dismantled material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, carriage to site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications. (Labour Only)	139.76	Cum	199.2	₹27,840.19
5	Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, carriage to site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications	850.18	Cum	2,126.75	₹18,08,120.32
6	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 mix plant, carriage to site of work, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications	1,206.54	Cum	2,865.99	₹34,57,931.57
7	Prime Coat @ 0.85kg per sqm Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications	2,096.83	Sqm	81.56	₹1,71,017.45

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Dismantling of Flexible Pavements (By Mechanical Means)

1.01

Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications

279.52

Cum

307.62

₹85,985.94

2Excavation for Roadway (By Mechanical Means)

2.01

Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lift and combined lead up to 60 mtr.

1,679.02

Cum

33.71

₹56,599.76

3Compaction of Earth work

3.01

Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers)

5,051.05

Sqm

6.32

₹31,922.64

Construction of granular sub-base with dismantled material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, carriage to site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications. (Labour Only)

139.76

Cum

199.2

₹27,840.19

Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, carriage to site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications

850.18

Cum

2,126.75

₹18,08,120.32

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 mix plant, carriage to site of work, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications

1,206.54

Cum

2,865.99

₹34,57,931.57

Prime Coat @ 0.85kg per sqm Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications

2,096.83

Sqm

81.56

₹1,71,017.45