Delhi

Financial Eval

Works

Civil Works - Roads

A/R and M/O of various roads under Division South East Road-2 (SH-Repair of various roads of Sub Division 24 under division South East Road 2 during 2026-27)

Public Works Department

NEW DELHI | South East Delhi, Delhi

Amount: ₹86.5 LCloses: 2 Jun 202629 May 2026Closed

Timeline

Published22 May 2026
Closed2 Jun 2026
Technical Evaluation4 Jun 2026
Financial Evaluation4 Jun 2026
Award—

Bids

Percentage

11 Bids4 Jun 2026

#	Company	Amount	Rank	Status
1	M/s.Satyam Construction Co. L1₹54.5 LAccepted-Finance 78 NEAR CHOPAL VILLAGE NIZAMPUR DISTT PANIPAT \| PANIPAT \| HARYANA	₹54.5 L	L1	Accepted-Finance OK
2	AJAY CONSTRUCTION CO L2₹55.3 L+₹85,595.62 (1.57%)Accepted-Finance	₹55.3 L+₹85,595.62 (1.57%)	L2	Accepted-Finance OK
3	AMRRP INFRA PRIVATE LIMITED L3₹57.9 L+₹3.5 L (6.35%)Accepted-Finance	₹57.9 L+₹3.5 L (6.35%)	L3	Accepted-Finance OK
4	MANAV CONSTRUCTION COMPANY L4₹58.7 L+₹4.2 L (7.79%)Accepted-Finance 2 63 SHIVAJI NAGAR GURUGRAM HARYANA	₹58.7 L+₹4.2 L (7.79%)	L4	Accepted-Finance OK
5	KAURA CONSTRUCTION COMPANY L5₹58.8 L+₹4.3 L (7.94%)Accepted-Finance A 7 62 SECTOR 15 ROHINI DELHI 110089 \| NORTH WEST \| DELHI \| 110089	₹58.8 L+₹4.3 L (7.94%)	L5	Accepted-Finance OK

Corrigenda

Corrigendum

2 updatesLatest on 29 May 2026Submission Ends:29 May 20262 Jun 2026

Date changes

Download Ends29 May 20262 Jun 2026Submission Ends29 May 20262 Jun 2026Bid Opening29 May 20262 Jun 2026

Tender Value

₹86.5 L

EMD Value

₹1.7 L

Closing Date

2 Jun 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

DIVN. SOUTH EAST ROAD-2, PWD, SUKHDEV VIHAR, NEW DELHI.

Work Description

A/R and M/O of various roads under Division South East Road-2 (SH-Repair of various roads of Sub Division 24 under division South East Road 2 during 2026-27)

Tender Information

Tender ID

2026_PWD_291855_1

Reference Number

25/EE/SER-II/PWD/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Works

Period of Work

30 days

Location

NEW DELHI

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

13 documents required · 13 mandatory

Fee/PreQual/Technical

RequiredSCANNED COPY OF EMD AND RECEIPT OF EMD SHALL ALSO BE UPLOADED. CHECK POINT (i) AT PG-3 OF NIT (.pdf)

RequiredVALID CONTRACTORS REGISTRATION/ENLISTMENT ORDER (FOR ENLISTED CPWD CONTRACTORS ONLY) (.pdf)

RequiredWORK EXPERIENCE REQUIRED FOR NON-CPWD CONTRACTORS ONLY. CHECK POINT (iii) AT PG-3 OF NIT (.pdf)

RequiredPRIVATE WORK EXPERIENCE SHALL ALSO BE ACCOMPANIED WITH TDS DOCUMENT CERTIFIED BY CA. (.pdf)

RequiredCOPY OF GST REGISTRATION CERTIFICATE OR UNDERTAKING. CHECK POINT NO. (v) AT PG-3 OF NIT. (.pdf)

RequiredCOPY OF PAN CARD ISSUED BY INCOME TAX DEPARTMENT. (.pdf)

RequiredAN UNDERTAKING ON LETTER HEAD. CHECK POINT NO. (vii) AT PG-3 OF NIT. (.pdf)

RequiredCOPY OF ESIC AND EPFO REGISTRATION or AN UNDERTAKING. CHECK POINT NO. (viii) AT PG-3 OF NIT. (.pdf)

RequiredCOPY OF DOCUMENTS OF OWNERSHIP OF OWNING OF BATCH TYPE HMP OR Valid MOU. CHECK POINT (ix)AT PG-3 NIT (.pdf)

RequiredVALID POLLUTION CERTIFICATE/NOC FOR RUNNING ABOVE MENTIONED HOT MIX PLANT. CHECK POINT (x) PG-3 NIT (.pdf)

RequiredBIDDERS ARE REQUIRED TO UPLOAD THE NIT IN PDF AS UPLOADED BY EE. (.pdf)

RequiredSelf attested current correspondence address, Email Address and Phone number. (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1.7 L

Important Dates

Last Activity

4 Jun 2026

Published

22 May 2026

Bid Opening

2 Jun 2026

Download Starts

22 May 2026

Download Ends

2 Jun 2026

Submission Starts

22 May 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.	1,068	Cum	260.3	₹2,78,000.4
2	Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)	360	Cum	2,434.25	₹8,76,330
3	Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.	123	Cum	420.8	₹51,758.4
4	Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.	1,551	Cum	263.95	₹4,09,386.45
5Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
5.1	With rapid setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm	2,321	Sqm	13.45	₹31,217.45
5.2	With medium setting bitumen emulsion On bituminous surface @ 0.25kg/sqm	3,438	Sqm	14.05	₹48,303.9
6	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. 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 Drum Type Hot Mix Plant of 60-90 TPH capacity.	207	Cum	11,032.2	₹22,83,665.4
7	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. 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) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100- 120 TPH capacity.	172	Sqm	12,708.75	₹21,85,905
8	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. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25	465	Cum	2,924.85	₹13,60,055.25

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 • 1.88 MB

Work Item Documents

BOQ_387368.xls

BOQ • 0.39 MB

Corrigendum Documents

NiT25condition.pdf

PDF • 0.43 MB

NIT25.pdf

PDF • 0.37 MB

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Company

M/s.Satyam Construction Co.

L1₹54.5 LAccepted-Finance

78 NEAR CHOPAL VILLAGE NIZAMPUR DISTT PANIPAT | PANIPAT | HARYANA

AJAY CONSTRUCTION CO

L2₹55.3 L+₹85,595.62 (1.57%)Accepted-Finance

AMRRP INFRA PRIVATE LIMITED

L3₹57.9 L+₹3.5 L (6.35%)Accepted-Finance

MANAV CONSTRUCTION COMPANY

L4₹58.7 L+₹4.2 L (7.79%)Accepted-Finance

2 63 SHIVAJI NAGAR GURUGRAM HARYANA

KAURA CONSTRUCTION COMPANY

L5₹58.8 L+₹4.3 L (7.94%)Accepted-Finance

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

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

1,068

Cum

260.3

₹2,78,000.4

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

360

Cum

2,434.25

₹8,76,330

Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.

123

Cum

420.8

₹51,758.4

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

1,551

Cum

263.95

₹4,09,386.45

5Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.

5.1

With rapid setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm

2,321

Sqm

13.45

₹31,217.45

5.2

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

3,438

Sqm

14.05

₹48,303.9

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. 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 Drum Type Hot Mix Plant of 60-90 TPH capacity.

207

Cum

11,032.2

₹22,83,665.4

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. 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) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100- 120 TPH capacity.

172

Sqm

12,708.75

₹21,85,905

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. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

465

Cum

2,924.85

₹13,60,055.25