Uttarakhand

Financial BO

Works

Civil Works - Roads

Renewal of road by PC from village Ekkad Kalan to village Ambuwala in constituency Haridwar Gramin Distt. Haridwar under AR 2026-27 (Km 1 to 3 (680)) (Job-3)

Public Works Department

Haridwar, Uttarakhand

Amount: Refer DocsCloses: 30 Apr 20267 Apr 2026Closed

Timeline

Published24 Mar 2026
Closed30 Apr 2026
Financial Evaluation—
Award—

Bids

Item Rate

3 Bids13 May 2026

#	Company	Amount	Rank	Status
1	Naseem Ahmad L1₹22.7 LAdmitted-Fee/PreQual/Technical/Finance	₹22.7 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	RUDRAN ENGINEERING L2₹22.7 L+₹2,776 (0.12%)Admitted-Fee/PreQual/Technical/Finance	₹22.7 L+₹2,776 (0.12%)	L2	Admitted-Fee/PreQual/Technical/Finance
3	M/s Adharshila Construction Co. L3₹25.5 L+₹2.8 L (12.4%)Admitted-Fee/PreQual/Technical/Finance	₹25.5 L+₹2.8 L (12.4%)	L3	Admitted-Fee/PreQual/Technical/Finance

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	M/s Adharshila Construction Co. L3	RUDRAN ENGINEERING L2	Naseem Ahmad L1
1.00	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	114.69	Cum	2,200 ₹2,52,318	1,000 ₹1,14,690	600 ₹68,814 Lowest
2.00	Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surface @ 0.40 kg/sqm	10,050	Sqm	22 ₹2,21,100	17 ₹1,70,850 Lowest	18 ₹1,80,900
3.00	20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, 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 A or Type B or Type C as per Technical Specification Clause 508.Case - II By Mechanical Means Bitumen (VG-30)	10,050	Sqm	148 ₹14,87,400	140 ₹14,07,000 Lowest	150 ₹15,07,500
4.00	Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-30)	10,050	Sqm	51 ₹5,12,550	50 ₹5,02,500	45 ₹4,52,250 Lowest
5.00	Maintenance of Earthen shoulder Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903	860	Sqm	70 ₹60,200	70 ₹60,200	50 ₹43,000 Lowest
6.00	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	1,260	Sqm	10 ₹12,600 Lowest	10 ₹12,600 Lowest	10 ₹12,600 Lowest

Corrigenda

Corrigendum

3 updatesLatest on 21 Apr 2026Submission Ends:7 Apr 202630 Apr 2026

Date changes

Download Ends7 Apr 202630 Apr 2026Submission Ends7 Apr 202630 Apr 2026Bid Opening7 Apr 202630 Apr 2026

Tender Value

Refer Docs

EMD Value

₹75,000

Closing Date

30 Apr 2026, 2:30 pmClosed

Tender Inviting Organisation

Name

EE, PD, PWD, Haridwar

Address

EE, PD, PWD, Haridwar

Work Description

Renewal of road by PC from village Ekkad Kalan to village Ambuwala in constituency Haridwar Gramin Distt. Haridwar under AR 2026-27 (Km 1 to 3 (680)) (Job-3)

Tender Information

Tender ID

2026_pwd_93501_3

Reference Number

561/2A Dated 09.03.2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

90 days

Location

Haridwar

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical/Finance

RequiredPDF Document (as per Terms and Conditions) (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,360

Tender Fee Payable To

EE, PD, PWD, Haridwar (through E-Challan)

EMD Fee Amount

₹75,000

Important Dates

Last Activity

13 May 2026

Published

24 Mar 2026

Bid Opening

30 Apr 2026

Download Starts

24 Mar 2026

Download Ends

30 Apr 2026

Submission Starts

30 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing, 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
2Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surface @ 0.40 kg/sqm
320mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, 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 A or Type B or Type C as per Technical Specification Clause 508.Case - II By Mechanical Means Bitumen (VG-30)
4Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-30)
5Maintenance of Earthen shoulder Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
6Maintenance 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

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

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

TC_Tiles_CC_PC.pdf

Tender Documents • 0.28 MB

BOQ_110677.xls

BOQ • 0.28 MB

Corrigendum Documents

Corrigendum_Date3_561.pdf

PDF • 0.17 MB

Corrigendum_Date2_561.pdf

PDF • 0.04 MB

Corrigendum_Date_561.pdf

PDF • 0.23 MB

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Company

Naseem Ahmad

L1₹22.7 LAdmitted-Fee/PreQual/Technical/Finance

RUDRAN ENGINEERING

L2₹22.7 L+₹2,776 (0.12%)Admitted-Fee/PreQual/Technical/Finance

M/s Adharshila Construction Co.

L3₹25.5 L+₹2.8 L (12.4%)Admitted-Fee/PreQual/Technical/Finance

Sl No

Description

Qty

Unit

M/s Adharshila Construction Co.

RUDRAN ENGINEERING

Naseem Ahmad

1.00

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

114.69

Cum

2,200

₹2,52,318

1,000

₹1,14,690

600

₹68,814

Lowest

2.00

Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surface @ 0.40 kg/sqm

10,050

Sqm

₹2,21,100

₹1,70,850

Lowest

₹1,80,900

3.00

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, 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 A or Type B or Type C as per Technical Specification Clause 508.Case - II By Mechanical Means Bitumen (VG-30)

10,050

Sqm

148

₹14,87,400

140

₹14,07,000

Lowest

150

₹15,07,500

4.00

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-30)

10,050

Sqm

₹5,12,550

₹5,02,500

₹4,52,250

Lowest

5.00

Maintenance of Earthen shoulder Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

860

Sqm

₹60,200

₹43,000

Lowest

6.00

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

1,260

Sqm

₹12,600

Lowest

₹12,600

Lowest

₹12,600

Lowest

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing, 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
2Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surface @ 0.40 kg/sqm
320mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, 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 A or Type B or Type C as per Technical Specification Clause 508.Case - II By Mechanical Means Bitumen (VG-30)
4Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-30)
5Maintenance of Earthen shoulder Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
6Maintenance 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

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Providing, 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

2Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surface @ 0.40 kg/sqm

320mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, 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 A or Type B or Type C as per Technical Specification Clause 508.Case - II By Mechanical Means Bitumen (VG-30)

4Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-30)

5Maintenance of Earthen shoulder Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

6Maintenance 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