Uttarakhand

Technical BO

Works

Civil Works - Roads

New Construction of Devibagar to Chamrad motor road in Munsyari Block of Dharchula Constituency of District Pithoragarh under Honorable CM Announcement No 1122/2015.

Public Works Department

Didihat | Pithoragarh, Uttarakhand

Amount: ₹80.5 LCloses: 27 Apr 2026Closed

Timeline

Published28 Mar 2026
Closed27 Apr 2026
Technical Evaluation—
Award—

Bids

5 Bids27 Apr 2026

#	Company	Status
1	DHARMENDRA SINGH Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance
2	Ganesh Datt Bhatt Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance
3	M/S BHAGAT SINGH PARIHAR Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance
4	Manohar Singh Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance
5	RAJENDRA SINGH DHAMI Not Admitted-Fee/PreQual/Technical/Finance RANTHI TAPOYAN DHARCHULA PITHORAGARH UTTARAKHAND \| DHARCHULA \| PITHORAGARH \| UTTARAKHAND	Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC

Tender Value

₹80.5 L

EMD Value

₹1.6 L

Closing Date

27 Apr 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer PD PWD Didihat

Address

Office of The Executive Engineer PD PWD Didihat

Work Description

New Construction of Devibagar to Chamrad motor road in Munsyari Block of Dharchula Constituency of District Pithoragarh under Honorable CM Announcement No 1122/2015.

Tender Information

Tender ID

2026_pwd_93628_1

Reference Number

667/3AC Dt. 18-03-2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

Didihat

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical/Finance

RequiredTender Fee, BID Security, BID Document (.pdf)

RequiredItem Rate BOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹4,720

Tender Fee Payable To

Executive Engineer PD PWD Didihat

EMD Fee Amount

₹1.6 L

Important Dates

Last Activity

27 Apr 2026

Published

28 Mar 2026

Bid Opening

27 Apr 2026

Download Starts

29 Mar 2026

Download Ends

27 Apr 2026

Submission Starts

29 Mar 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (1 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earthwork in Hill Road (Hill Side Cutting), Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer)Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. / Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. / Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
2Construction of Job pillers of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 400mm, width 400mm and height 600mm of which 100 mm shall be below ground level as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 of MORD specifications
3Construction of back pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications
4	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	1	cum	-	-
5Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions).

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_110838.pdf

PDF

boq_comp_chart.xlsx

xlsx

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 • 0.58 MB

Work Item Documents

BOQ_110838.xls

BOQ • 0.35 MB

BID_Devibagar.pdf

Tender Documents • 8.91 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

DHARMENDRA SINGH

Admitted-Fee/PreQual/Technical/Finance

Ganesh Datt Bhatt

Admitted-Fee/PreQual/Technical/Finance

M/S BHAGAT SINGH PARIHAR

Admitted-Fee/PreQual/Technical/Finance

Manohar Singh

Admitted-Fee/PreQual/Technical/Finance

RAJENDRA SINGH DHAMI

Not Admitted-Fee/PreQual/Technical/Finance

RANTHI TAPOYAN DHARCHULA PITHORAGARH UTTARAKHAND | DHARCHULA | PITHORAGARH | UTTARAKHAND

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earthwork in Hill Road (Hill Side Cutting), Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer)Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. / Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. / Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
2Construction of Job pillers of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 400mm, width 400mm and height 600mm of which 100 mm shall be below ground level as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 of MORD specifications
3Construction of back pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications
4	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	1	cum	-	-
5Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions).

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earthwork in Hill Road (Hill Side Cutting), Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer)Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. / Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. / Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1

2Construction of Job pillers of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 400mm, width 400mm and height 600mm of which 100 mm shall be below ground level as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 of MORD specifications

3Construction of back pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications

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

5Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions).