Tender ID

Delhi

Cancelled

Works

Civil Works - Roads

A/R and M/O various road under PWD Division SER-2/21 during 2025-26. (SH-Provision of C.C. Pavement from DJB Filling Station to Tehkhand Traffic Signal, Okhla Phase-1 on Maa Anandmayee Marg under the jurisdiction of SER-2/21).

Public Works Department

NEW DELHI | South East Delhi, Delhi

Amount: ₹2.1 CrCloses: 27 Mar 2026Closed

Timeline

Published20 Mar 2026
Cancelled23 Mar 2026

Cancellation Details

Cancellation of Tender

Tender CancelledTENDER HAS BEEN CANCELLED DUE TO ADMINISTRATIVE REASONS.Reason: Change in NIT conditions/SpecificationsDocument: cancelled_1.pdf

Published 23 Mar 2026

Tender Value

₹2.1 Cr

EMD Value

₹4.3 L

Closing Date

27 Mar 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 various road under PWD Division SER-2/21 during 2025-26. (SH-Provision of C.C. Pavement from DJB Filling Station to Tehkhand Traffic Signal, Okhla Phase-1 on Maa Anandmayee Marg under the jurisdiction of SER-2/21).

Tender Information

Tender ID

2026_PWD_288994_1

Reference Number

98/EE/SER-II/PWD/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Works

Period of Work

183 days

Location

NEW DELHI

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical

RequiredSCANNED COPY OF EMD AND RECEIPT OF EMD SHALL ALSO BE UPLOADED. CHECK POINT (i) AT PG-6 OF NIT (.pdf)

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

RequiredSIMILAR WORK EXPERIENCE AS PER FORM-C FOR NON-CPWD ENLISTED CONTRACTORS. (.pdf)

RequiredTHE FORMAT C-3 DULY FILLED UP HAS TO BE SUBMITTED NON-CPWD ENLISTED CONTRACTORS. (.pdf)

RequiredAFFIDAVIT ON NON-JUDICIAL STAMP PAPER OF RS. 100/- FOR FORMAT-F, G, H, I, J AND K. (.pdf)

RequiredCOPY OF GST REGISTRATION CERTIFICATE OR AN UNDERTAKING. CHECK POINT NO. (vi) AT PG-6 OF NIT. (.pdf)

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

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

RequiredTHE AGENCY HAS TO UPLOAD DETAILS AS PER POINT NO. (ix) AT PG-6 OF NIT. (.pdf)

RequiredCERTIFICATE OF FINANCIAL TURNOVER FROM C.A. (FORM A). (NON-CPWD ENLISTED CONTRACTORS ONLY) (.pdf)

RequiredBANKERS CERTIFICATE(FORM B) OR NET WORTH CERTIFICATE(FORM B-1). (NON-CPWD ENLISTED CONTRACTORS ONLY) (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹4.3 L

Important Dates

Last Activity

23 Mar 2026

Published

20 Mar 2026

Bid Opening

27 Mar 2026

Download Starts

20 Mar 2026

Download Ends

27 Mar 2026

Submission Starts

20 Mar 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 (2 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls Under 20 cm wide
2Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
2.1	Mild steel and Medium Tensile steel bars	-	Kg	-	-
2.2	Thermo-Mechanically Treated bars of grade Fe-500D or more.	-	Kg	-	-
3Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints.
4Disposal 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. Note: Payment will be made as per weight slip issued by authorised MCD dumping ground after dumping of malba. Processing fees at prescribed rate of authorised MCD dumping ground will be submitted by the agency & shall be reimbursed by the department on production of receipt in original.
5Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
6Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
7Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in-charge.
8Providing & Applying weather proof sealant on outer joints of approved make confirming to IS & directed by Engineer-in-charge. Sealant 25mmx10mm at joints

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.51 MB

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 • 2.20 MB

Work Item Documents

BOQ_383605.xls

BOQ • 0.39 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls Under 20 cm wide
2Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
2.1	Mild steel and Medium Tensile steel bars	-	Kg	-	-
2.2	Thermo-Mechanically Treated bars of grade Fe-500D or more.	-	Kg	-	-
3Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints.
4Disposal 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. Note: Payment will be made as per weight slip issued by authorised MCD dumping ground after dumping of malba. Processing fees at prescribed rate of authorised MCD dumping ground will be submitted by the agency & shall be reimbursed by the department on production of receipt in original.
5Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
6Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
7Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in-charge.
8Providing & Applying weather proof sealant on outer joints of approved make confirming to IS & directed by Engineer-in-charge. Sealant 25mmx10mm at joints

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls Under 20 cm wide

2Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

2.1

Mild steel and Medium Tensile steel bars

2.2

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

3Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints.

4Disposal 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. Note: Payment will be made as per weight slip issued by authorised MCD dumping ground after dumping of malba. Processing fees at prescribed rate of authorised MCD dumping ground will be submitted by the agency & shall be reimbursed by the department on production of receipt in original.

5Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.

6Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

7Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in-charge.

8Providing & Applying weather proof sealant on outer joints of approved make confirming to IS & directed by Engineer-in-charge. Sealant 25mmx10mm at joints