Uttarakhand

Financial Eval

Works

Civil Works - Roads

Improvement and Damarikaran work of the Billekh Link Motor Road

Public Works Department

Ranikhet | Almora, Uttarakhand

Amount: Refer DocsCloses: 9 Jun 2026Closed

Timeline

Published26 May 2026
Closed9 Jun 2026
Technical Evaluation28 Sept 2026
Financial Evaluation28 Sept 2026
Award—

Bids

Item Rate

4 Bids28 Sept 2026

#	Company	Amount	Rank	Status
1	Golju Construction L1₹1.1 CrAccepted-Finance DOON VALLEY UTTARAKHAND UT \| ALMORA \| UTTARAKHAND \| 263601	₹1.1 Cr	L1	Accepted-Finance Ok
2	M/s Pahchan Construction L2₹1.1 Cr+₹5.6 L (5.29%)Accepted-Finance	₹1.1 Cr+₹5.6 L (5.29%)	L2	Accepted-Finance Ok
3	108 Construction L3₹1.4 Cr+₹31.4 L (29.8%)Accepted-Finance	₹1.4 Cr+₹31.4 L (29.8%)	L3	Accepted-Finance Ok
4	Deep singh mehra L4₹1.5 Cr+₹39.5 L (37.4%)Accepted-Finance	₹1.5 Cr+₹39.5 L (37.4%)	L4	Accepted-Finance Ok

BoQ Comparative

Line Items (43)

Sl No	Description	Qty	Unit	Deep singh mehra L4	M/s Pahchan Construction L2	108 Construction L3	Golju Construction L1
.01Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment.
1.00Improvement Work
1.01	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	843.07	Cum	409.5 ₹3,45,237.17	300 ₹2,52,921 Lowest	400 ₹3,37,228	401.31 ₹3,38,332.42
1.02	Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)	260.55	Cum	1,521.9 ₹3,96,531.05	1,500 ₹3,90,825	1,500 ₹3,90,825	1,491.46 ₹3,88,600.42 Lowest
1.03	Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	618.75	Sqm	13 ₹8,043.75	12 ₹7,425 Lowest	12 ₹7,425 Lowest	12.74 ₹7,882.88
1.04	Providing, laying, spreading and compacting stone aggregates of specific 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 1 as per Technical Specification Clause 405. By Mechanical Means	28.13	Cum	2,075 ₹58,369.75	2,000 ₹56,260 Lowest	2,050 ₹57,666.5	2,034.28 ₹57,224.3
1.05	Providing, laying, spreading and compacting stone aggregates of specific 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 2 as per Technical Specification Clause 405. By Mechanical Means	21.09	Cum	2,092 ₹44,120.28	2,000 ₹42,180 Lowest	2,070 ₹43,656.3	2,050.65 ₹43,248.21
1.06	Providing, laying, spreading and compacting stone aggregates of specific 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. By Mechanical Means	46.41	Cum	2,092.5 ₹97,112.92	2,000 ₹92,820 Lowest	2,070 ₹96,068.7	2,050.65 ₹95,170.67
1.07	Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903	5,082.48	Sqm	16.4 ₹83,352.67	16 ₹81,319.68	14 ₹71,154.72 Lowest	16 ₹81,319.68
1.08	Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	618.75	Sqm	60 ₹37,125	40 ₹24,750 Lowest	41 ₹25,368.75	41 ₹25,368.75

Tender Value

Refer Docs

EMD Value

₹2.6 L

Closing Date

9 Jun 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer Provincial Division PWD Ranikhet

Work Description

Improvement and Damarikaran work of the Billekh Link Motor Road under the State Sector in the Ranikhet Constituency of District Almora

Tender Information

Tender ID

2026_pwd_95949_1

Reference Number

930/7AC Dated 18-05-2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

270 days

Location

Ranikhet

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As per Technical Bid

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical/Finance

RequiredTechnical Bid (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹4,720

Tender Fee Payable To

EE PD PWD Ranikhet

EMD Fee Amount

₹2.6 L

Important Dates

Last Activity

28 Sept 2026

Published

26 May 2026

Bid Opening

9 Jun 2026

Download Starts

27 May 2026

Download Ends

9 Jun 2026

Submission Starts

1 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (43 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Improvement Work
1.01	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	843.07	Cum	-	-
1.02	Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)	260.55	Cum	-	-
1.03	Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	618.75	Sqm	-	-
1.04	Providing, laying, spreading and compacting stone aggregates of specific 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 1 as per Technical Specification Clause 405. By Mechanical Means	28.13	Cum	-	-
1.05	Providing, laying, spreading and compacting stone aggregates of specific 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 2 as per Technical Specification Clause 405. By Mechanical Means	21.09	Cum	-	-
1.06	Providing, laying, spreading and compacting stone aggregates of specific 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. By Mechanical Means	46.41	Cum	-	-
1.07	Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903	5,082.48	Sqm	-	-
1.08	Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	618.75	Sqm	-	-
1.09	Tack coat using VG-10 grade bitumen Over granular surfaces treated with primer @ 0.40 kg/sqm	18,150	Sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Bid Opening Summary

finance_113421.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 • 0.71 MB

Work Item Documents

tbidbillekhlink.pdf

Tender Documents • 0.65 MB

BOQ_113421.xls

BOQ • 0.26 MB

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Company

Golju Construction

L1₹1.1 CrAccepted-Finance

DOON VALLEY UTTARAKHAND UT | ALMORA | UTTARAKHAND | 263601

M/s Pahchan Construction

L2₹1.1 Cr+₹5.6 L (5.29%)Accepted-Finance

108 Construction

L3₹1.4 Cr+₹31.4 L (29.8%)Accepted-Finance

Deep singh mehra

L4₹1.5 Cr+₹39.5 L (37.4%)Accepted-Finance

Sl No	Description	Qty	Unit	Deep singh mehra L4	M/s Pahchan Construction L2	108 Construction L3	Golju Construction L1
.01Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment.
1.00Improvement Work
1.01	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	843.07	Cum	409.5 ₹3,45,237.17	300 ₹2,52,921 Lowest	400 ₹3,37,228	401.31 ₹3,38,332.42
1.02	Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)	260.55	Cum	1,521.9 ₹3,96,531.05	1,500 ₹3,90,825	1,500 ₹3,90,825	1,491.46 ₹3,88,600.42 Lowest
1.03	Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	618.75	Sqm	13 ₹8,043.75	12 ₹7,425 Lowest	12 ₹7,425 Lowest	12.74 ₹7,882.88
1.04	Providing, laying, spreading and compacting stone aggregates of specific 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 1 as per Technical Specification Clause 405. By Mechanical Means	28.13	Cum	2,075 ₹58,369.75	2,000 ₹56,260 Lowest	2,050 ₹57,666.5	2,034.28 ₹57,224.3
1.05	Providing, laying, spreading and compacting stone aggregates of specific 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 2 as per Technical Specification Clause 405. By Mechanical Means	21.09	Cum	2,092 ₹44,120.28	2,000 ₹42,180 Lowest	2,070 ₹43,656.3	2,050.65 ₹43,248.21
1.06	Providing, laying, spreading and compacting stone aggregates of specific 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. By Mechanical Means	46.41	Cum	2,092.5 ₹97,112.92	2,000 ₹92,820 Lowest	2,070 ₹96,068.7	2,050.65 ₹95,170.67
1.07	Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903	5,082.48	Sqm	16.4 ₹83,352.67	16 ₹81,319.68	14 ₹71,154.72 Lowest	16 ₹81,319.68
1.08	Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	618.75	Sqm	60 ₹37,125	40 ₹24,750 Lowest	41 ₹25,368.75	41 ₹25,368.75

Sl No

Description

Qty

Unit

Deep singh mehra

M/s Pahchan Construction

108 Construction

Golju Construction

.01Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment.

1.00Improvement Work

1.01

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

843.07

Cum

409.5

₹3,45,237.17

300

₹2,52,921

Lowest

400

₹3,37,228

401.31

₹3,38,332.42

1.02

Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)

260.55

Cum

1,521.9

₹3,96,531.05

1,500

₹3,90,825

1,500

₹3,90,825

1,491.46

₹3,88,600.42

Lowest

1.03

Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

618.75

Sqm

₹8,043.75

₹7,425

Lowest

₹7,425

Lowest

12.74

₹7,882.88

1.04

Providing, laying, spreading and compacting stone aggregates of specific 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 1 as per Technical Specification Clause 405. By Mechanical Means

28.13

Cum

2,075

₹58,369.75

2,000

₹56,260

Lowest

2,050

₹57,666.5

2,034.28

₹57,224.3

1.05

Providing, laying, spreading and compacting stone aggregates of specific 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 2 as per Technical Specification Clause 405. By Mechanical Means

21.09

Cum

2,092

₹44,120.28

2,000

₹42,180

Lowest

2,070

₹43,656.3

2,050.65

₹43,248.21

1.06

Providing, laying, spreading and compacting stone aggregates of specific 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. By Mechanical Means

46.41

Cum

2,092.5

₹97,112.92

2,000

₹92,820

Lowest

2,070

₹96,068.7

2,050.65

₹95,170.67

1.07

Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903

5,082.48

Sqm

16.4

₹83,352.67

₹81,319.68

₹71,154.72

Lowest

₹81,319.68

1.08

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

618.75

Sqm

₹37,125

₹24,750

Lowest

₹25,368.75

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Improvement Work
1.01	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	843.07	Cum	-	-
1.02	Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)	260.55	Cum	-	-
1.03	Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	618.75	Sqm	-	-
1.04	Providing, laying, spreading and compacting stone aggregates of specific 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 1 as per Technical Specification Clause 405. By Mechanical Means	28.13	Cum	-	-
1.05	Providing, laying, spreading and compacting stone aggregates of specific 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 2 as per Technical Specification Clause 405. By Mechanical Means	21.09	Cum	-	-
1.06	Providing, laying, spreading and compacting stone aggregates of specific 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. By Mechanical Means	46.41	Cum	-	-
1.07	Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903	5,082.48	Sqm	-	-
1.08	Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	618.75	Sqm	-	-
1.09	Tack coat using VG-10 grade bitumen Over granular surfaces treated with primer @ 0.40 kg/sqm	18,150	Sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Improvement Work

1.01

843.07

Cum

1.02

260.55

Cum

1.03

618.75

Sqm

1.04

28.13

Cum

1.05

Providing, laying, spreading and compacting stone aggregates of specific 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 2 as per Technical Specification Clause 405. By Mechanical Means

21.09

Cum

1.06

Providing, laying, spreading and compacting stone aggregates of specific 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. By Mechanical Means

46.41

Cum

1.07

5,082.48

Sqm

1.08

618.75

Sqm

1.09

Tack coat using VG-10 grade bitumen Over granular surfaces treated with primer @ 0.40 kg/sqm

18,150

Sqm