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Strengthening/Reconstruction and raising of the road stretch in-front of Ghevra Village under PWD, Maintenance Division West Road-2/Sub Division WR-22, New Delhi during 2026-27

Public Works Department

Sub Division WR-22 | North West Delhi, Delhi

Amount: ₹6.0 CrCloses: 12 Oct 20265d left

Timeline

Published26 Sept 2026
Closes12 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹6.0 Cr

EMD Value

₹12.1 L

Closing Date

12 Oct 2026, 3:00 pm5d left

Tender Inviting Organisation

Name

Eeecutive Engineer

Address

O/o the Executive Engineer, PWD Division West Road-2/M-112N, Road No. 43, Sainik Vihar, Delhi-110034

Work Description

Strengthening/Reconstruction and raising of the road stretch in-front of Ghevra Village under PWD, Maintenance Division West Road-2/Sub Division WR-22, New Delhi during 2026-27

Tender Information

Tender ID

2026_PWD_299062_1

Reference Number

32/SE/WMC/PWD/2026-27 (24/EE/PWD/M-112N/WR-2/26-27)

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

180 days

Location

Sub Division WR-22

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

13 documents required · 13 mandatory

Fee/PreQual/Technical

RequiredCopy of receipt for deposition of original EMD and scanned copy of EMD (.pdf)

Requiredsimilar work experience as per Form -C given on Page No. 22- as per NIT Pg.6 Sl. no. (iii) (.pdf)

RequiredValid contractors registration/enlistment order (for enlisted CPWD contractors only) (.pdf)

RequiredAffidavit on non judicial stamp paper of Rs. 100/- for Format F,G,H,I as per NIT Pg.6 Sl. no.(iv) (.pdf)

RequiredCopy of GST Registration Certificate of the State in which the work as per NIT Pg.6 Sl. no.(v) (.pdf)

RequiredCopy of PAN Card issued by Income Tax Department as per NIT Pg.6 Sl. no.(vi) (.pdf)

RequiredBidders are required to upload the NIT in PDF as uploaded by EE as per NIT Pg.6 Sl. no.(vii) (.pdf)

RequiredThe agency has to upload details such as-Proprietor name as per NIT Pg.6 Sl. no.(viii) (.pdf)

RequiredLetter of Transmittal as per Form-J (for Non CPWD contractors) (P-30) (.pdf)

RequiredUndertaking For Site Inspection as per Form-K (P-31) (.pdf)

RequiredCertificate of Financial Turnover from C.A. (Form A).(for Non CPWD contractors). (.pdf)

RequiredBankers Certificate (Form B) or Net Worth Certificate (Form B-1)(for Non CPWD contractors). (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹12.1 L

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

12 Oct 2026

Download Starts

26 Sept 2026

Download Ends

12 Oct 2026

Submission Starts

26 Sept 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 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge.
1.1	All kinds of soil	400	cum	177.5	₹71,000
2Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note: Cement content considered in M-30 is @ 340Kg/Cum. Excess/Less cement used as per design mix is payable, recoverable separately
2.1	.Cement concrete prepared with batch mixing machine.	3,681	cum	10,529.35	₹3,87,58,537.35
3	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-I (size range 75 mm to 0.075 mm) having CBR Value-30	736	cum	2,784	₹20,49,024
4	Providing 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 upto 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 up to plinth level: Concrete of M-10 grade with minimum cement content of 220 kg/cum.	1,473	cum	8,835.15	₹1,30,14,175.95
5Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.1	Thermo-Mechanically Treated bars of grade Fe-500D or more.	25,971	Kg	107.85	₹28,00,972.35
6Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
6.1	Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)	594	cum	2,434.25	₹14,45,944.5

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 3.03 MB

Work Item Documents

BOQ_399041.xls

BOQ • 0.35 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge.
1.1	All kinds of soil	400	cum	177.5	₹71,000
2Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note: Cement content considered in M-30 is @ 340Kg/Cum. Excess/Less cement used as per design mix is payable, recoverable separately
2.1	.Cement concrete prepared with batch mixing machine.	3,681	cum	10,529.35	₹3,87,58,537.35
3	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-I (size range 75 mm to 0.075 mm) having CBR Value-30	736	cum	2,784	₹20,49,024
4	Providing 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 upto 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 up to plinth level: Concrete of M-10 grade with minimum cement content of 220 kg/cum.	1,473	cum	8,835.15	₹1,30,14,175.95
5Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.1	Thermo-Mechanically Treated bars of grade Fe-500D or more.	25,971	Kg	107.85	₹28,00,972.35
6Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
6.1	Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)	594	cum	2,434.25	₹14,45,944.5

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge.

1.1

All kinds of soil

400

cum

177.5

₹71,000

2Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note: Cement content considered in M-30 is @ 340Kg/Cum. Excess/Less cement used as per design mix is payable, recoverable separately

2.1

.Cement concrete prepared with batch mixing machine.

3,681

cum

10,529.35

₹3,87,58,537.35

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-I (size range 75 mm to 0.075 mm) having CBR Value-30

736

cum

2,784

₹20,49,024

Providing 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 upto 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 up to plinth level: Concrete of M-10 grade with minimum cement content of 220 kg/cum.

1,473

cum

8,835.15

₹1,30,14,175.95

5Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

5.1

Thermo-Mechanically Treated bars of grade Fe-500D or more.

25,971

107.85

₹28,00,972.35

6Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.

6.1

Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

594

cum

2,434.25

₹14,45,944.5