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Civil Works - Roads

Renovation of service road from Km. 16.800 to km 18.080 and km 24.600 to km 25.120 of Dibai Dy. with total road 1.800 Km.

Bulandshahr, Uttar Pradesh

Amount: ₹27 LCloses: 17 Oct 20264d left

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Timeline

Published12 Oct 2026
Closes17 Oct 2026
Bid Opening17 Oct 2026

Tender Value

₹27 L

EMD Value

₹54,000

Closing Date

17 Oct 2026, 10:00 am4d left

Tender Inviting Organisation

Name

EE MGCCD10 BSR

Address

EE MGCCD10 BSR

Work Description

Renovation of service road from Km. 16.800 to km 18.080 and km 24.600 to km 25.120 of Dibai Dy. with total length 1.800 Km.

Tender Information

Tender ID

2026_UPIDC_1190005_2

Reference Number

03/EE/MGCCD-10/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Wise

Location

Bulandshahr

Source Website

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Eligibility / Pre-Qualification

Renovation of service road from Km. 16.800 to km 18.080 and km 24.600 to km 25.120 of Dibai Dy. with total length 1.800 Km.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredTB (.pdf)

RequiredCK (.pdf)

Finance

RequiredFB (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,354

EMD Fee Amount

₹54,000

Important Dates

Last Activity

12 Oct 2026

Published

12 Oct 2026

Bid Opening

17 Oct 2026

Download Starts

12 Oct 2026

Download Ends

17 Oct 2026

Submission Starts

12 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Potholes removal/Renovation work of the service road
1.01	Fabrication and fixing of Mile stone including cost of all materilas, labour, T&P etc. in directed by engineer-in-charge.	3	Each	-	-
1.02	Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.	89.59	cum	-	-
1.03	Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	5,400	sqm	-	-
1.04	Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type C as per Technical Specification Clause 508.	5,400	sqm	-	-
1.05	Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510	5,400	sqm	-	-
1.06	Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectrosing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of all taxex, royalty etc. all T&P/machine material and labour required for proper completion of work.	360	sqm	-	-
1.07	Providing and fixing of sign board including cost of all materials, labour, t&p etc.	2	Each	-	-
1.08	Survery with Drone Camera of Canal for Three time (before, during, after work) and supply of vide, Photo in pendrive photo in hard copy of each km. With directiin of Engineer in-Charge.	1.8	Km	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.79 MB

Tendernotice_2.pdf

PDF • 0.59 MB

Work Item Documents

BOQ_2256317.xls

BOQ • 0.24 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Potholes removal/Renovation work of the service road
1.01	Fabrication and fixing of Mile stone including cost of all materilas, labour, T&P etc. in directed by engineer-in-charge.	3	Each	-	-
1.02	Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.	89.59	cum	-	-
1.03	Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	5,400	sqm	-	-
1.04	Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type C as per Technical Specification Clause 508.	5,400	sqm	-	-
1.05	Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510	5,400	sqm	-	-
1.06	Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectrosing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of all taxex, royalty etc. all T&P/machine material and labour required for proper completion of work.	360	sqm	-	-
1.07	Providing and fixing of sign board including cost of all materials, labour, t&p etc.	2	Each	-	-
1.08	Survery with Drone Camera of Canal for Three time (before, during, after work) and supply of vide, Photo in pendrive photo in hard copy of each km. With directiin of Engineer in-Charge.	1.8	Km	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Potholes removal/Renovation work of the service road

1.01

Fabrication and fixing of Mile stone including cost of all materilas, labour, T&P etc. in directed by engineer-in-charge.

Each

1.02

Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

89.59

cum

1.03

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

5,400

sqm

1.04

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type C as per Technical Specification Clause 508.

5,400

sqm

1.05

Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510

5,400

sqm

1.06

Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectrosing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of all taxex, royalty etc. all T&P/machine material and labour required for proper completion of work.

360

sqm

1.07

Providing and fixing of sign board including cost of all materials, labour, t&p etc.

Each

1.08

Survery with Drone Camera of Canal for Three time (before, during, after work) and supply of vide, Photo in pendrive photo in hard copy of each km. With directiin of Engineer in-Charge.

1.8