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Civil Works - Roads

A/R and M/O PWD Roads under Sub Division-1,2,3 and 4 of Division C and ND- Roads during 2026-27. (SH - Urgent Patch repair work at various roads).

Public Works Department

Sub. Division-1, 2, 3 and 4 | Central Delhi, Delhi

Amount: ₹4.4 CrCloses: 14 Oct 20266d left

Timeline

Published7 Oct 2026
Closes14 Oct 2026
Bid Opening14 Oct 2026

Tender Value

₹4.4 Cr

EMD Value

₹8.8 L

Closing Date

14 Oct 2026, 3:00 pm6d left

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

A/R and M/O PWD Roads under Sub Division-1,2,3 and 4 of Division C and ND- Roads during 2026-27. (SH - Urgent Patch repair work at various roads).

Tender Information

Tender ID

2026_PWD_299574_1

Reference Number

43/SE/C and ND/PWD/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

90 days

Location

Sub. Division-1, 2, 3 and 4

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

15 documents required · 15 mandatory

Fee/PreQual/Technical

RequiredTreasury Challan / Demand Draft / Pay order or Bankers Cheque / Bank Guarantee (See Pt. 1. at P-7) (.pdf)

RequiredCopy of receipt for deposition of original EMD to division office of any E.E. (See Pt. 2. at P-7) (.pdf)

RequiredEnlistment order in appropriate class and category issued by CPWD. (.pdf)

RequiredGST Registration Certificate if already obtained by the bidder. (See Pt. 4. at P-7) (.pdf)

RequiredUndertaking on Rs. 100/- Non-Judicial Stamp Paper regarding debarment and blacklisting in Form-E. (.pdf)

RequiredUndertaking on Rs. 100/- Non-Judicial Stamp Paper regarding safety measures, Guarantee Bond (Form G) (.pdf)

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

RequiredContractor Must upload his complete correspondence address alongwith area Pin Code (See Pt. 8 at P-7 (.pdf)

RequiredCopy of applicable licenses/registration of Labour License with EPFO, ESIC. (See Pt. 9 at P-7) (.pdf)

RequiredBidders are required to upload the NIT in PDF as uploaded by EE. (See Pt. 10. at P-7) (.pdf)

RequiredAn affidavit of having own HMP installed in NCR (Batch type only) (See Pt. 11. at Page-7) (.pdf)

RequiredAn affidavit of having own at least one Hydrostatic paver finishers fitted (See Pt. 12. at Page-7) (.pdf)

RequiredScanned copy of valid no objection certificate from Pollution Control Board (See Pt. 13. at Page-7) (.pdf)

RequiredLatest GST 3B return submitted by agency. (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹8.8 L

Important Dates

Last Activity

7 Oct 2026

Published

7 Oct 2026

Bid Opening

14 Oct 2026

Download Starts

7 Oct 2026

Download Ends

14 Oct 2026

Submission Starts

7 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 (13 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil (Qty. of Sub division-1)	180	Cum	177.5	₹31,950
2Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level :
2.1	Concrete of M10 grade with minimum cement content of 220 kg /cum (Qty. of Sub division-1)	45	Cum	8,835.15	₹3,97,581.75
3	Add for using extra cement in the items of design mix over and above the specified cement content therein. (Qty. of Sub division-1)	108	Qtl.	733.5	₹79,218
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 (including equivalent design mix) (Qty. of Sub division-1)	45	Cum	2,434.25	₹1,09,541.25
5Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.With medium setting bitumen emulsion
5.1	With medium setting bitumen emulsion On bituminous surface @ 0.25kg/Sqm (Qty. of Sub division-1 = 22446 Sqm Qty. of Sub division-2 = 3700 Sqm Qty. of Sub division-3 = 15297 Sqm Qty. of Sub division-4 = 2733 Sqm)	44,176	Sqm	14.05	₹6,20,672.8
5.2	On W.B.M / W.M.M. @ 0.4kg/sqm (Qty. of Sub division-1)	4,490	Sqm	21.2	₹95,188
6	Providing and laying Dense Graded Bituminous Macadam using crushedstone 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 Batch Type Hot Mix Plant of 100-120 TPH capacity. (Qty. of Sub division-1 = 225 Cum Qty. of Sub division-2 = 222 Cum Qty. of Sub division-3 = 322 Cum Qty. of Sub division-4 = 109 Cum)	878	Cum	11,129.55	₹97,71,744.9
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) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. (Qty. of Sub division-1 = 898 Cum Qty. of Sub division-2 = 185 Cum Qty. of Sub division-3 = 765 Cum Qty. of Sub division-4 = 364 Cum)	2,212	Cum	12,126.2	₹2,68,23,154.4

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 • 2.86 MB

Work Item Documents

NIT.pdf

Tender Documents • 2.84 MB

BOQ_399841.xls

BOQ • 0.30 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil (Qty. of Sub division-1)

180

Cum

177.5

₹31,950

2Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level :

2.1

Concrete of M10 grade with minimum cement content of 220 kg /cum (Qty. of Sub division-1)

Cum

8,835.15

₹3,97,581.75

Add for using extra cement in the items of design mix over and above the specified cement content therein. (Qty. of Sub division-1)

108

Qtl.

733.5

₹79,218

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 (including equivalent design mix) (Qty. of Sub division-1)

Cum

2,434.25

₹1,09,541.25

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

5.1

With medium setting bitumen emulsion On bituminous surface @ 0.25kg/Sqm (Qty. of Sub division-1 = 22446 Sqm Qty. of Sub division-2 = 3700 Sqm Qty. of Sub division-3 = 15297 Sqm Qty. of Sub division-4 = 2733 Sqm)

44,176

Sqm

14.05

₹6,20,672.8

5.2

On W.B.M / W.M.M. @ 0.4kg/sqm (Qty. of Sub division-1)

4,490

Sqm

21.2

₹95,188

Providing and laying Dense Graded Bituminous Macadam using crushedstone 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 Batch Type Hot Mix Plant of 100-120 TPH capacity. (Qty. of Sub division-1 = 225 Cum Qty. of Sub division-2 = 222 Cum Qty. of Sub division-3 = 322 Cum Qty. of Sub division-4 = 109 Cum)

878

Cum

11,129.55

₹97,71,744.9

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) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. (Qty. of Sub division-1 = 898 Cum Qty. of Sub division-2 = 185 Cum Qty. of Sub division-3 = 765 Cum Qty. of Sub division-4 = 364 Cum)

2,212

Cum

12,126.2

₹2,68,23,154.4