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Widening of the road and construction of a slab over the drain from the Banyan tree to Chanchak Bridge in Banjarawala of Dharampur Constituency, District Dehradun under Chief Minister Announcement No. 45/2020.

Public Works Department

Banjarawala of Dharampur Constituency | Dehradun, Uttarakhand

Amount: ₹56.7 LCloses: 27 Oct 2026

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Timeline

Published12 Oct 2026
Submission Opens19 Oct 2026
Closes27 Oct 2026
Bid Opening27 Oct 2026

Tender Value

₹56.7 L

EMD Value

₹1.2 L

Closing Date

27 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

Executive Engineer, Const. Div. PWD. Dehradun

Address

Executive Engineer, Construction Division PWD. Dehradun

Work Description

Widening of the road and construction of a slab over the drain from the Banyan tree to Chanchak Bridge in Banjarawala of Dharampur Constituency, District Dehradun under Chief Minister Announcement No. 45/2020.

Tender Information

Tender ID

2026_pwd_101203_1

Reference Number

3835/18A (Nivida), Date 06-10-2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Banjarawala of Dharampur Constituency

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical/Finance

RequiredScan copy of Tender Fee, Earnest Money, Bid Validity, Copy of Registration etc. as per Conditions (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹4,720

Tender Fee Payable To

Executive Engineer, Cons.Div., PWD, Dehradun

EMD Fee Amount

₹1.2 L

Important Dates

Last Activity

12 Oct 2026

Published

12 Oct 2026

Bid Opening

27 Oct 2026

Download Starts

12 Oct 2026

Download Ends

27 Oct 2026

Submission Starts

19 Oct 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction	412.5	cum	-	-
2	Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203	110	cum	-	-
3	Interlocking Concrete Block Pavements Providing and Laying of Interlocking Concrete Block Pavements of M-40 rade having thickness 80 mm as per drawings and Technical Specification Clause 1504.	1,287.5	sqm	-	-
4	Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C. grade M 20 Nominal mix (1:2:4)	200	cum	-	-
5	Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	3,500	sqm	-	-
6	Providing and laying Dense Bituminous Macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.Grading II - 26.5mm nominal size	175	cum	-	-
7	Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects for Grading-I (bituminous binder @ 5.2 % of mix )	105	cum	-	-

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 • 1.42 MB

Work Item Documents

BOQ_119246.xls

BOQ • 0.83 MB

Conditions.pdf

Tender Documents • 1.03 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction

412.5

cum

Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203

110

cum

Interlocking Concrete Block Pavements Providing and Laying of Interlocking Concrete Block Pavements of M-40 rade having thickness 80 mm as per drawings and Technical Specification Clause 1504.

1,287.5

sqm

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C. grade M 20 Nominal mix (1:2:4)

200

cum

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

3,500

sqm

Providing and laying Dense Bituminous Macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.Grading II - 26.5mm nominal size

175

cum

Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects for Grading-I (bituminous binder @ 5.2 % of mix )

105

cum