PMGSY

Financial BO

Works

Civil Works - Roads

Const. of 30.0 M Bridge (2-Span 15.0 M EACH) Over Sakki Drain at RD. 0.540 on Link Road T05 Ajnala-FGC Road to Focal Point Chamiari via Ibrahimpura Harrar Kalan (Amritsar) Block Ajnala Distt Amritsar Package No. PB01163A

Agriculture

Amritsar, Punjab

Amount: Refer DocsCloses: 25 May 20261 May 2026Closed

Timeline

Published17 Apr 2026
Closed25 May 2026
Technical Evaluation2 Jun 2026
Financial Evaluation10 Jun 2026
Award—

Bids

Item Rate

2 Bids10 Jun 2026

#	Company	Amount	Rank	Status
1	M/S. GAANESHKARTIKEY CONSTRUCTION PRIVATE LIMITED L1₹2.6 CrAdmitted-Finance 12 B NIKKA SINGH COLONY RAM TIRATH ROAD AMRITSAR PUNJAB	₹2.6 Cr	L1	Admitted-Finance
2	Associated Engineers L2₹2.9 Cr+₹31.9 L (12.2%)Admitted-Finance	₹2.9 Cr+₹31.9 L (12.2%)	L2	Admitted-Finance

BoQ Comparative

Line Items (65)

Sl No	Description	Qty	Unit	M/S. GAANESHKARTIKEY CONSTRUCTION PRIVATE LIMITED L1	Associated Engineers L2
1.00	Bored cast-in situ M-35 grade with minimum cement content 419 kg per cum of concrete in R.C.C pile 1000 mm dia excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m as per clause 1100, 1600 & 1700 in MoRT&H specification (MoRT&H 12.24) With Batching Plant, Transit Mixer and Concrete Pump	360	RMT (Running Metre)	6,800 ₹24,48,000 Lowest	8,400 ₹30,24,000
2.00Performing Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) as per clause 1100 of MoRT&H specification (MoRT&H 12.37)
2.10	Initial and Routine load test	1,250	MT (Per Metric Tonne)	665 ₹8,31,250 Lowest	725 ₹9,06,250
2.20	Lateral load test	112.5	MT (Per Metric Tonne)	295 ₹33,188 Lowest	350 ₹39,375
3.00Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (MoRT&H no. 12.1 (B))
3.10	Depth up to 3.00m	699.28	CUM (Cubic Metre)	80 ₹55,942 Lowest	90 ₹62,935
3.20	Depth 3.00 m to 6.00 m	257.05	CUM (Cubic Metre)	150 ₹38,558 Lowest	175 ₹44,984
4.00	Providing and laying of PCC M-15 with minimum cement content of 275 kg per cum of concrete for levelling course 75 mm thick below the pile cap.as per clause 1100 and 1700 of MoRT&H specification (MoRT&H 12.39) With Batching Plant, Transit Mixer and Concrete Pump	7.45	CUM (Cubic Metre)	4,240 ₹31,588 Lowest	4,600 ₹34,270
5.00	Cement concrete for reinforced concrete (M-35) with minimum cement content of 422 kg per cum of concrete in pile cap complete as per drawing and tehnical specifications as per clause 1100, 1500 & 1700 of MoRT&H specification. (MoRT&H 12.38) (D) With Batching Plant, Transit Mixer and Concrete Pump	147.83	CUM (Cubic Metre)	6,000 ₹8,86,980 Lowest	6,400 ₹9,46,112
6.00	Supplying, fitting and placing integrated plant marked Fe-500 D TMT bar reinforcement in foundation complete as per drawing and technical specification as per clause 1600 MoRT&H specification (MoRT&H 12.40)	61.74	MT (Per Metric Tonne)	76,000 ₹46,92,240 Lowest	86,200 ₹53,21,988

Corrigenda

Corrigendum

6 updatesLatest on 21 May 2026Submission Ends:1 May 202625 May 2026

Date changes

Download Ends1 May 202625 May 2026Submission Ends1 May 202625 May 2026Bid Opening2 May 202626 May 2026

Tender Value

Refer Docs

EMD Value

₹4.4 L

Closing Date

25 May 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer Civil PMB

Address

Amritsar

Work Description

Const. of 30.0 M Bridge (2-Span 15.0 M EACH) Over Sakki Drain at RD. 0.540 on Link Road T05 Ajnala-FGC Road to Focal Point Chamiari via Ibrahimpura Harrar Kalan (Amritsar) Block Ajnala Distt Amritsar Package No. PB01163A

Tender Information

Tender ID

2025_AGRI_141446_4

Reference Number

12 of 2025 (Bridge)

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

Amritsar

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical

RequiredForm of Bid Part I of the Bid as per Section-6 and Documents Comprising the Bid as per clause 12.1 (.pdf)

RequiredCost of Bid Form in the Shape of DD (Clause 8.2 of ITB) and Bid Security (Clause-16 ITB) (.pdf)

RequiredCopy of PAN, EPF and GST Registration No. issued by concerned department (Clause-4.4 B of ITB) (.pdf)

RequiredEnlistment as per (Clause 3.1 of ITB) and Joint Ventures if applicable as per clause 4.3 and 4.4 (d) (.pdf)

RequiredAll documents as per clause 4.2 of Section-2 in ITB and Bid Capacity as per Clause-4.6 of ITB. (.pdf)

RequiredAll Forms and Certificates as per Section 3 to ITB and Undertaking for Bid Validity Clause-15.1 ITB. (.pdf)

RequiredAll Affidavits as per (Clause-4.4 B(a) of ITB) and (Clause 4.4(B)(c)(i)(ii) (.pdf)

Requiredall original documents as per clause 4.4(a) (.pdf)

Finance

RequiredForm of Bid Part-II of the Bid as per section-6 (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹20,000

Tender Fee Payable To

Executive Engineer (C) Punjab Mandi Board

EMD Fee Amount

₹4.4 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

10 Jun 2026

Published

17 Apr 2026

Bid Opening

26 May 2026

Download Starts

17 Apr 2026

Download Ends

25 May 2026

Submission Starts

17 Apr 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (31 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Bored cast-in situ M-35 grade with minimum cement content 419 kg per cum of concrete in R.C.C pile 1000 mm dia excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m as per clause 1100, 1600 & 1700 in MoRT&H specification (MoRT&H 12.24) With Batching Plant, Transit Mixer and Concrete Pump
2Performing Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) as per clause 1100 of MoRT&H specification (MoRT&H 12.37)
2.1	Initial and Routine load test	-	MT (Per Metric Tonne)	-	-
2.2	Lateral load test	-	MT (Per Metric Tonne)	-	-
3Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (MoRT&H no. 12.1 (B))
3.1	Depth up to 3.00m	-	CUM (Cubic Metre)	-	-
3.2	Depth 3.00 m to 6.00 m	-	CUM (Cubic Metre)	-	-
4Providing and laying of PCC M-15 with minimum cement content of 275 kg per cum of concrete for levelling course 75 mm thick below the pile cap.as per clause 1100 and 1700 of MoRT&H specification (MoRT&H 12.39) With Batching Plant, Transit Mixer and Concrete Pump
5Cement concrete for reinforced concrete (M-35) with minimum cement content of 422 kg per cum of concrete in pile cap complete as per drawing and tehnical specifications as per clause 1100, 1500 & 1700 of MoRT&H specification. (MoRT&H 12.38) (D) With Batching Plant, Transit Mixer and Concrete Pump
6Supplying, fitting and placing integrated plant marked Fe-500 D TMT bar reinforcement in foundation complete as per drawing and technical specification as per clause 1600 MoRT&H specification (MoRT&H 12.40)

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.19 MB

Work Item Documents

Draw1163-1-14.pdf

Tender Documents • 12.05 MB

SBDPB01163A.pdf

Tender Documents • 1.75 MB

Draw1163-15-28.pdf

Tender Documents • 1.97 MB

BOQ_229524.xls

BOQ • 0.34 MB

Corrigendum Documents

Scan0001.pdf

PDF • 0.26 MB

Scan0000.pdf

PDF • 0.26 MB

Scan.pdf

PDF • 0.10 MB

Corripmgsy.pdf

PDF • 0.27 MB

corri5bridge.pdf

PDF • 0.28 MB

Blank.pdf

PDF • 0.08 MB

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Company

M/S. GAANESHKARTIKEY CONSTRUCTION PRIVATE LIMITED

L1₹2.6 CrAdmitted-Finance

12 B NIKKA SINGH COLONY RAM TIRATH ROAD AMRITSAR PUNJAB

Associated Engineers

L2₹2.9 Cr+₹31.9 L (12.2%)Admitted-Finance

Sl No

Description

Qty

Unit

M/S. GAANESHKARTIKEY CONSTRUCTION PRIVATE LIMITED

Associated Engineers

1.00

Bored cast-in situ M-35 grade with minimum cement content 419 kg per cum of concrete in R.C.C pile 1000 mm dia excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m as per clause 1100, 1600 & 1700 in MoRT&H specification (MoRT&H 12.24) With Batching Plant, Transit Mixer and Concrete Pump

360

RMT (Running Metre)

6,800

₹24,48,000

Lowest

8,400

₹30,24,000

2.00Performing Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) as per clause 1100 of MoRT&H specification (MoRT&H 12.37)

2.10

Initial and Routine load test

1,250

MT (Per Metric Tonne)

665

₹8,31,250

Lowest

725

₹9,06,250

2.20

Lateral load test

112.5

MT (Per Metric Tonne)

295

₹33,188

Lowest

350

₹39,375

3.00Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (MoRT&H no. 12.1 (B))

3.10

Depth up to 3.00m

699.28

CUM (Cubic Metre)

₹55,942

Lowest

₹62,935

3.20

Depth 3.00 m to 6.00 m

257.05

CUM (Cubic Metre)

150

₹38,558

Lowest

175

₹44,984

4.00

Providing and laying of PCC M-15 with minimum cement content of 275 kg per cum of concrete for levelling course 75 mm thick below the pile cap.as per clause 1100 and 1700 of MoRT&H specification (MoRT&H 12.39) With Batching Plant, Transit Mixer and Concrete Pump

7.45

CUM (Cubic Metre)

4,240

₹31,588

Lowest

4,600

₹34,270

5.00

Cement concrete for reinforced concrete (M-35) with minimum cement content of 422 kg per cum of concrete in pile cap complete as per drawing and tehnical specifications as per clause 1100, 1500 & 1700 of MoRT&H specification. (MoRT&H 12.38) (D) With Batching Plant, Transit Mixer and Concrete Pump

147.83

CUM (Cubic Metre)

6,000

₹8,86,980

Lowest

6,400

₹9,46,112

6.00

Supplying, fitting and placing integrated plant marked Fe-500 D TMT bar reinforcement in foundation complete as per drawing and technical specification as per clause 1600 MoRT&H specification (MoRT&H 12.40)

61.74

MT (Per Metric Tonne)

76,000

₹46,92,240

Lowest

86,200

₹53,21,988

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Bored cast-in situ M-35 grade with minimum cement content 419 kg per cum of concrete in R.C.C pile 1000 mm dia excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m as per clause 1100, 1600 & 1700 in MoRT&H specification (MoRT&H 12.24) With Batching Plant, Transit Mixer and Concrete Pump
2Performing Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) as per clause 1100 of MoRT&H specification (MoRT&H 12.37)
2.1	Initial and Routine load test	-	MT (Per Metric Tonne)	-	-
2.2	Lateral load test	-	MT (Per Metric Tonne)	-	-
3Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (MoRT&H no. 12.1 (B))
3.1	Depth up to 3.00m	-	CUM (Cubic Metre)	-	-
3.2	Depth 3.00 m to 6.00 m	-	CUM (Cubic Metre)	-	-
4Providing and laying of PCC M-15 with minimum cement content of 275 kg per cum of concrete for levelling course 75 mm thick below the pile cap.as per clause 1100 and 1700 of MoRT&H specification (MoRT&H 12.39) With Batching Plant, Transit Mixer and Concrete Pump
5Cement concrete for reinforced concrete (M-35) with minimum cement content of 422 kg per cum of concrete in pile cap complete as per drawing and tehnical specifications as per clause 1100, 1500 & 1700 of MoRT&H specification. (MoRT&H 12.38) (D) With Batching Plant, Transit Mixer and Concrete Pump
6Supplying, fitting and placing integrated plant marked Fe-500 D TMT bar reinforcement in foundation complete as per drawing and technical specification as per clause 1600 MoRT&H specification (MoRT&H 12.40)

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Bored cast-in situ M-35 grade with minimum cement content 419 kg per cum of concrete in R.C.C pile 1000 mm dia excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m as per clause 1100, 1600 & 1700 in MoRT&H specification (MoRT&H 12.24) With Batching Plant, Transit Mixer and Concrete Pump

2Performing Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) as per clause 1100 of MoRT&H specification (MoRT&H 12.37)

2.1

Initial and Routine load test

MT (Per Metric Tonne)

2.2

Lateral load test

MT (Per Metric Tonne)

3Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (MoRT&H no. 12.1 (B))

3.1

Depth up to 3.00m

CUM (Cubic Metre)

3.2

Depth 3.00 m to 6.00 m

CUM (Cubic Metre)

4Providing and laying of PCC M-15 with minimum cement content of 275 kg per cum of concrete for levelling course 75 mm thick below the pile cap.as per clause 1100 and 1700 of MoRT&H specification (MoRT&H 12.39) With Batching Plant, Transit Mixer and Concrete Pump

5Cement concrete for reinforced concrete (M-35) with minimum cement content of 422 kg per cum of concrete in pile cap complete as per drawing and tehnical specifications as per clause 1100, 1500 & 1700 of MoRT&H specification. (MoRT&H 12.38) (D) With Batching Plant, Transit Mixer and Concrete Pump

6Supplying, fitting and placing integrated plant marked Fe-500 D TMT bar reinforcement in foundation complete as per drawing and technical specification as per clause 1600 MoRT&H specification (MoRT&H 12.40)