Delhi

Financial Eval

Works

Civil Works - Roads

Restoration of road cut by Delhi Jal Board at Ring Road from Khyber Pass Red Light towards Mall Road Red Light and University Road under Sub Division-4 dg. 2026-27.

Public Works Department

Sub. Division-4 | Central Delhi, Delhi

Amount: ₹70.2 LCloses: 6 Jun 2026Closed

Timeline

Published30 May 2026
Closed6 Jun 2026
Technical Evaluation16 Jun 2026
Financial Evaluation16 Jun 2026
Award—

Bids

Percentage

8 Bids16 Jun 2026

#	Company	Amount	Rank	Status
1	KAURA CONSTRUCTION COMPANY L-1₹45.3 LAccepted-Finance A 7 62 SECTOR 15 ROHINI DELHI 110089 \| NORTH WEST \| DELHI \| 110089	₹45.3 L	L-1	Accepted-Finance 1st lowest bidder.
2	M/S ROADTECH L-2₹46.8 L+₹1.5 L (3.36%)Accepted-Finance	₹46.8 L+₹1.5 L (3.36%)	L-2	Accepted-Finance 2nd lowest bidder.
3	MANAV CONSTRUCTION COMPANY L-3₹47.7 L+₹2.4 L (5.30%)Accepted-Finance 2 63 SHIVAJI NAGAR GURUGRAM HARYANA	₹47.7 L+₹2.4 L (5.30%)	L-3	Accepted-Finance 3rd lowest bidder.
4	Paras Nath Singh L-4₹48.1 L+₹2.8 L (6.12%)Accepted-Finance	₹48.1 L+₹2.8 L (6.12%)	L-4	Accepted-Finance 4th lowest bidder.
5	Shashank Shekhar Singh L-5₹51.4 L+₹6.0 L (13.3%)Accepted-Finance	₹51.4 L+₹6.0 L (13.3%)	L-5	Accepted-Finance 5th lowest bidder.

Tender Value

₹70.2 L

EMD Value

₹1.4 L

Closing Date

6 Jun 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

O/o Executive Engineer, PWD Division M-413, Under Ring Road Bypass Flyover, Opp. IGI Stadium Gate No. 9, New Delhi-110002

Work Description

Restoration of road cut by Delhi Jal Board at Ring Road from Khyber Pass Red Light towards Mall Road Red Light and University Road under Sub Division-4 dg. 2026-27.

Tender Information

Tender ID

2026_PWD_292338_1

Reference Number

32/EE/C and ND-R/PWD/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

60 days

Location

Sub. Division-4

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

14 documents required · 14 mandatory

Fee/PreQual/Technical

RequiredEarnest Money in the form of Treasury Challan or DD or P.O. or Bankers Cheque (See Pt. 1.1 at P-3). (.pdf)

RequiredReceipt of Deposition of Original EMD as prescribed format (Format-A, P-26) (See Pt. i. of 1.2 at P3 (.pdf)

RequiredCopy of GST Registration Certificate already obtained by the bidder. (See Pt. ii. of 1.2 at P-3). (.pdf)

RequiredCopy of CPWD Registration Certificate of appropriate category valid (See Pt. iii. of 1.2 at P-4). (.pdf)

RequiredAcknowledgement of up to date filed return of GST. (.pdf)

RequiredPan card. (.pdf)

RequiredCopy of Downloaded N.I.T. (.pdf)

RequiredComplete information of email address, contract No. and corresponding address on their letter pad. (.pdf)

RequiredAn affidavit of having of own HMP or MOU with a HMP owner of plant installed (See Pt. viii. at P-4) (.pdf)

RequiredAn affidavit of having own Hydrostatic paver finisher or MOU with an owner (See Pt. ix. at P-4) (.pdf)

RequiredValid pollution certificate/NOC for running hot mix plant from Central/State Pollution Control Board (.pdf)

RequiredAn undertaking on Rs. 100 Non judicial stamp paper that I/We undertake (See Point xi. of 1.2, P-4). (.pdf)

RequiredAny other related documents in NIT. (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1.4 L

Important Dates

Last Activity

16 Jun 2026

Published

30 May 2026

Bid Opening

6 Jun 2026

Download Starts

30 May 2026

Download Ends

6 Jun 2026

Submission Starts

30 May 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (17 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
0.0	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.	-	-	-	-
0.0	All kinds of soil.	1,939	Cum	260.3	₹5,04,721.7
0.0	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.	1,330	Sqm	218.9	₹2,91,137
0.0	Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.	-	-	-	-
0.0	With medium setting bitumen emulsion. On bituminous surface @ 0.25kg/sqm.	2,770	Sqm	14.05	₹38,918.5
0.0	Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.	-	-	-	-
0.9	50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.	139	Cum	11,129.55	₹15,47,007.45
0.0	Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.	-	-	-	-
0.9	40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.	61	Cum	12,126.2	₹7,39,698.2
0.0	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.	-	-	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.06 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

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 • 5.91 MB

Work Item Documents

NIT.pdf

Tender Documents • 5.89 MB

BOQ_388267.xls

BOQ • 0.30 MB

Ready to Participate?

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Company

KAURA CONSTRUCTION COMPANY

L-1₹45.3 LAccepted-Finance

A 7 62 SECTOR 15 ROHINI DELHI 110089 | NORTH WEST | DELHI | 110089

M/S ROADTECH

L-2₹46.8 L+₹1.5 L (3.36%)Accepted-Finance

MANAV CONSTRUCTION COMPANY

L-3₹47.7 L+₹2.4 L (5.30%)Accepted-Finance

2 63 SHIVAJI NAGAR GURUGRAM HARYANA

Paras Nath Singh

L-4₹48.1 L+₹2.8 L (6.12%)Accepted-Finance

Shashank Shekhar Singh

L-5₹51.4 L+₹6.0 L (13.3%)Accepted-Finance

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

0.0

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

0.0

All kinds of soil.

1,939

Cum

260.3

₹5,04,721.7

0.0

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.

1,330

Sqm

218.9

₹2,91,137

0.0

Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.

0.0

With medium setting bitumen emulsion. On bituminous surface @ 0.25kg/sqm.

2,770

Sqm

14.05

₹38,918.5

0.0

Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.

0.9

50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

139

Cum

11,129.55

₹15,47,007.45

0.0

Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.

0.9

40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

Cum

12,126.2

₹7,39,698.2

0.0

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.