Tender ID

Delhi

Financial Eval

Works

Civil Works

A/R and M/O of various roads under SRD Project Division-2, PWD, New Delhi during 2026-27. (SH- Patch repair work on various roads under Sub.Division-1, 2 and 3,SRD-2,PWD).

Public Works Department

Executive Engineer, SRD Project DIV.-II, PWD | Central Delhi, Delhi

Amount: ₹1.6 CrCloses: 31 Oct 2026Closed

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Timeline

Published24 Oct 2026
Closed31 Oct 2026
Technical Evaluation3 Nov 2026
Financial Evaluation3 Nov 2026
Award—

Bids

Percentage

3 Bids3 Nov 2026

#	Company	Amount	Rank	Status
1	MANAV CONSTRUCTION COMPANY L1₹1.7 CrAccepted-Finance 2 63 SHIVAJI NAGAR GURUGRAM HARYANA	₹1.7 Cr	L1	Accepted-Finance L1
2	A S INFRADYNAMICS PVT. LTD L2₹1.8 Cr+₹16.4 L (9.75%)Accepted-Finance	₹1.8 Cr+₹16.4 L (9.75%)	L2	Accepted-Finance L2
3	NIRMIT CONSTRUCTION CO. Not Admitted-Fee/PreQual/Technical	-	-	Not Admitted-Fee/PreQual/Technical Not Complied with technical specification

Tender Value

₹1.6 Cr

EMD Value

₹3.2 L

Closing Date

31 Oct 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

SRD Project DIV.-II (CBMD M-233), (GNCTD), Western Bank Lok Nayak Setu, I.P. Estate, New Delhi-110002.

Work Description

A/R and M/O of various roads under SRD Project Division-2, PWD, New Delhi during 2026-27. (SH- Patch repair work on various roads under Sub.Division-1, 2 and 3,SRD-2,PWD).

Tender Information

Tender ID

2026_PWD_300511_1

Reference Number

29/EE/S.R.D. Project Divn-II/PWD/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

60 days

Location

Executive Engineer, SRD Project DIV.-II, PWD

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

15 documents required · 15 mandatory

Fee/PreQual/Technical

RequiredEarnest Money in the form of Insurance Surety Bonds, Account Payee Demand Draft of a Commercial Bank (.pdf)

RequiredCopy of Receipt for deposition of original EMD to division office of any EE, PWD, GNCTD. (Form-J) (.pdf)

RequiredValid contractors registration/enlistment order of appropriate class in Building and Roads (.pdf)

RequiredAffidavit on Non-Judicial Stamp Paper of Rs. 200/-regarding Noncompliance, Mis... Form G, H, I and K (.pdf)

RequiredAn affidavit of having own hot mix plant installed in NCR (Batch type only), fitted with electronic (.pdf)

RequiredAn affidavit of having own at least one Hydrostatic paver finishers fitted with electronic sensor co (.pdf)

RequiredThe Copy of GST Registration Certificate issued by Govt. of NCT of Delhi, if already obtained by the (.pdf)

RequiredCertificates of Work Experience and performance as per Form-D and G. Private work experience shall a (.pdf)

RequiredAffidavit on Non Judicial Stamp Paper of Rs. 200/-regarding debarment and blacklisting as per Form-I (.pdf)

RequiredAffidavit on Non-Judicial Stamp Paper of Rs. 200/- regarding back-to-back execution as per Form-G. (.pdf)

RequiredHydrostatic paver finishers fitted with electronic sensor control (AP 600 or equivalent) conforming (.pdf)

RequiredLetter of Transmittal as per Form- I (.pdf)

RequiredCopy of PAN Card issued by Income Tax Department. (.pdf)

RequiredThe agency have to upload details such as - Proprietor name, Mob No., e-Mail ID, Correspondence add (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹3.2 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Nov 2026

Published

24 Oct 2026

Bid Opening

31 Oct 2026

Download Starts

24 Oct 2026

Download Ends

31 Oct 2026

Submission Starts

24 Oct 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 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
1.1	With medium setting bitumen emulsion	-	-	-	-
1.2	On W.B.M / W.M.M. @ 0.4kg/sqm	4,670	sqm	21.2	₹99,004
1.3	On bituminous surface @ 0.25kg/sqm	17,670	sqm	14.05	₹2,48,263.5
2Providing 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.
2.1	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.	671	cum	11,129.55	₹74,67,928.05
3Providing 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.
3.1	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.	447	cum	12,126.2	₹54,20,411.4
4	Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).	240	cum	9,823.8	₹23,57,712
5	Correction factor on DSR 2023 on account of GST 0.973	0.03	currection factor	-1,55,93,319	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 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 • 3.16 MB

Work Item Documents

BOQ_401111.xls

BOQ • 0.29 MB

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Company

MANAV CONSTRUCTION COMPANY

L1₹1.7 CrAccepted-Finance

2 63 SHIVAJI NAGAR GURUGRAM HARYANA

A S INFRADYNAMICS PVT. LTD

L2₹1.8 Cr+₹16.4 L (9.75%)Accepted-Finance

NIRMIT CONSTRUCTION CO.

Not Admitted-Fee/PreQual/Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
1.1	With medium setting bitumen emulsion	-	-	-	-
1.2	On W.B.M / W.M.M. @ 0.4kg/sqm	4,670	sqm	21.2	₹99,004
1.3	On bituminous surface @ 0.25kg/sqm	17,670	sqm	14.05	₹2,48,263.5
2Providing 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.
2.1	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.	671	cum	11,129.55	₹74,67,928.05
3Providing 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.
3.1	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.	447	cum	12,126.2	₹54,20,411.4
4	Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).	240	cum	9,823.8	₹23,57,712
5	Correction factor on DSR 2023 on account of GST 0.973	0.03	currection factor	-1,55,93,319	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.

1.1

With medium setting bitumen emulsion

1.2

On W.B.M / W.M.M. @ 0.4kg/sqm

4,670

sqm

21.2

₹99,004

1.3

On bituminous surface @ 0.25kg/sqm

17,670

sqm

14.05

₹2,48,263.5

2Providing 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.

2.1

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.

671

cum

11,129.55

₹74,67,928.05

3Providing 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.

3.1

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.

447

cum

12,126.2

₹54,20,411.4

Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).

240

cum

9,823.8

₹23,57,712

Correction factor on DSR 2023 on account of GST 0.973

0.03

currection factor

-1,55,93,319