Tender ID

Uttarakhand

Technical BO

Works

Civil Works - Roads

Strengthening work by DBM/BC of the Chakrata-Lakhamandal motor road from km 46.00 to 65.340 in the Chakrata Constituency of District Dehradun under the Central Road Infrastructure Fund 2026-27 (CRIF).

Public Works Department

Chakrata Constituency | Dehradun, Uttarakhand

Amount: ₹19.5 CrCloses: 6 Nov 2026Closed

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Timeline

Published22 Oct 2026
Closed6 Nov 2026
Technical Evaluation6 Nov 2026
Award—

Bids

4 Bids6 Nov 2026

#	Company	Status
1	Daya Ram Admitted-Fee/PreQual/Technical 39 KHADAR PO KHADAR DHAYEERA KALSI DIST DEHRADUN \| KALSI \| DEHRADUN \| UTTARAKHAND	Admitted-Fee/PreQual/Technical
2	doon associates Admitted-Fee/PreQual/Technical 5 A WEST REST CAMP DEHRADUN \| DEHRADUN \| DEHRADUN \| UTTARAKHAND	Admitted-Fee/PreQual/Technical
3	M/s Amit Joshi Admitted-Fee/PreQual/Technical 12 SADAR BAZAR CHAKRATA DEHRADUN \| DEHRADUN \| UTTARAKHAND \| 248001	Admitted-Fee/PreQual/Technical
4	Shivalik Infraventures (P) Limited Admitted-Fee/PreQual/Technical 176 RACE COURSE DEHRADUN	Admitted-Fee/PreQual/Technical

Tender Value

₹19.5 Cr

EMD Value

₹46.1 L

Closing Date

6 Nov 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer, 9th Circle, PWD, Dehradun

Address

Office of the Superintending Engineer, 9th Circle, PWD, Dehradun

Work Description

Strengthening work by DBM/BC of the Chakrata-Lakhamandal motor road from km 46.00 to 65.340 in the Chakrata Constituency of District Dehradun under the Central Road Infrastructure Fund 2026-27 (CRIF).

Tender Information

Tender ID

2026_pwd_101480_1

Reference Number

7257/1C-9/2026, Dated 16/10/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

540 days

Location

Chakrata Constituency

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredScan copy of Tender Fee, EMD, validity of Tender on Rs 100 stamp paper and Power of Attorney. (.pdf)

RequiredTechnical Bid (.pdf)

Finance

RequiredFinancial Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,900

Tender Fee Payable To

Executive Engineer, Temp. Div. PWD Chakrata

EMD Fee Amount

₹46.1 L

Pre-Bid Meeting

Meeting Place

Superintending Engineer, 9th Circle, PWD, Dehradun

Important Dates

Last Activity

6 Nov 2026

Published

22 Oct 2026

Bid Opening

6 Nov 2026

Download Starts

22 Oct 2026

Download Ends

6 Nov 2026

Submission Starts

27 Oct 2026

Pre-Bid Meeting

27 Oct 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (39 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1HILL SIDE CUTTING
1.01	Earth work in hill road (hill side cutting/filling):- Excavation in hilly area for construction of road in all types of soils & rocks with E&B and BLB as met at site true to lines as per plan, X section, L section camber, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead, lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means/ manual means indicated in the drawing with out damaging forest and forest land including slip clearance during hill side cutting as directed by Engineer-in-charge.	1	L.S. Job	-	-
2PROTECTION WORK
2.01	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	427.91	Cum	-	-
2.02	Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls,etc. including supply of all material, labour, T&P and royaltiies etc.complete as per drawing and technical specifications Clauses702, 704, 1202 & 1203 of MORD Specifiction	574.82	Cum	-	-
2.03	Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 &1203 of MORD Specifiction	733.33	Cum	-	-
2.04	HP Stone filling in the back of walls including supply of all material labour T&P etc required for proper completion of the work.	65.63	Cum	-	-
2.05	Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7	153	Rmt	-	-
3CONSTRUCTION OF SCUPPER
3.01	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	2,277.9	Cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

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Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 6.19 MB

Work Item Documents

BOQ_119571.xls

BOQ • 6.19 MB

SBD_CL.pdf

Tender Documents • 2.34 MB

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Company

Daya Ram

Admitted-Fee/PreQual/Technical

39 KHADAR PO KHADAR DHAYEERA KALSI DIST DEHRADUN | KALSI | DEHRADUN | UTTARAKHAND

doon associates

Admitted-Fee/PreQual/Technical

5 A WEST REST CAMP DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND

M/s Amit Joshi

Admitted-Fee/PreQual/Technical

12 SADAR BAZAR CHAKRATA DEHRADUN | DEHRADUN | UTTARAKHAND | 248001

Shivalik Infraventures (P) Limited

Admitted-Fee/PreQual/Technical

176 RACE COURSE DEHRADUN

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1HILL SIDE CUTTING
1.01	Earth work in hill road (hill side cutting/filling):- Excavation in hilly area for construction of road in all types of soils & rocks with E&B and BLB as met at site true to lines as per plan, X section, L section camber, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead, lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means/ manual means indicated in the drawing with out damaging forest and forest land including slip clearance during hill side cutting as directed by Engineer-in-charge.	1	L.S. Job	-	-
2PROTECTION WORK
2.01	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	427.91	Cum	-	-
2.02	Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls,etc. including supply of all material, labour, T&P and royaltiies etc.complete as per drawing and technical specifications Clauses702, 704, 1202 & 1203 of MORD Specifiction	574.82	Cum	-	-
2.03	Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 &1203 of MORD Specifiction	733.33	Cum	-	-
2.04	HP Stone filling in the back of walls including supply of all material labour T&P etc required for proper completion of the work.	65.63	Cum	-	-
2.05	Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7	153	Rmt	-	-
3CONSTRUCTION OF SCUPPER
3.01	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	2,277.9	Cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1HILL SIDE CUTTING

1.01

Earth work in hill road (hill side cutting/filling):- Excavation in hilly area for construction of road in all types of soils & rocks with E&B and BLB as met at site true to lines as per plan, X section, L section camber, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead, lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means/ manual means indicated in the drawing with out damaging forest and forest land including slip clearance during hill side cutting as directed by Engineer-in-charge.

L.S. Job

2PROTECTION WORK

2.01

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

427.91

Cum

2.02

Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls,etc. including supply of all material, labour, T&P and royaltiies etc.complete as per drawing and technical specifications Clauses702, 704, 1202 & 1203 of MORD Specifiction

574.82

Cum

2.03

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 &1203 of MORD Specifiction

733.33

Cum

2.04

HP Stone filling in the back of walls including supply of all material labour T&P etc required for proper completion of the work.

65.63

Cum

2.05

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

153

Rmt

3CONSTRUCTION OF SCUPPER

3.01

2,277.9

Cum