Water Resources and Irrigation Government Departments Closing in 6 days TDR #58149296

Tender For Providing And Erection Of W Beam Crash Barrier Along Rme Road From Madanpur Khadar To Jaitpur Village.

Issued by Government Departments · Delhi, Delhi
Tender Value
5.20 Crore
Estimated cost
Bid Submission
04 Nov 2026
6 days left
EMD
10.40 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Providing And Erection Of W Beam Crash Barrier Along Rme Road From Madanpur Khadar To Jaitpur Village.

BOQ

Name of Work:- Providing and erection of W beam crash barrier along RME road from Madanpur Khadar to Jaitpur Village.
Sl. No. Item Description
1Demolishing 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)
2Thrie Beam Rail (W-Beam Profile) The Thrie Beam is essentially a \\"triple-wave\\" rail compared to the double-wave of a standard W-Beam. Total Width: 506 mm Depth: 83 mm Standard Length: 4318 mm (Effective length 4000 mm) Thickness: 3.0 mm (Standard) Material: Hot-dip galvanized steel 2. Post Specifications The vertical support that goes into the ground. Type: C-Channel or I-Beam. Standard Size: 150 mm x 75 mm x 5 mm Length: 1800 mm 3. Spacer (Blockout) The piece between the post and the rail to prevent \\"wheel snagging.\\" Type: Channel or Tubular section. Standard Size: 150 mm x 75 mm (matches the Thrie Beam height). Thickness: 5.0 mm. 4. Bolts & Nuts Used for splicing the beams and connecting to posts.Post Bolt: M16 x 35 mm (or 40 mm) – Grade 4.6 or 8.8. Splice Bolt: M16 x 30 mm – Button head (usually 12 bolts per Thrie Beam joint). Washers: 40 mm x 40 mm x 3 mm (Square or Round).
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
4Providing 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.
5Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge. Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm
6Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm
7Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge.
8Providing and fixing solar road studs (solar cat eyes) with high-intensity LED lights, complete with solar photovoltaic panel, rechargeable battery, durable aluminium/PC body, reflective lenses and all necessary accessories, fixed on road surface with suitable adhesive/fasteners, complete in all respects as per the direction of Engineer-in-Charge
9Providing and fixing of reflective median markers of approved make and design, including all necessary fixtures, fasteners, drilling, fixing and complete in all respects as directed by the Engineer-in-Charge
10Providing and fixing round/triangular prismatic retro-reflectors of approved make and colour, including all necessary materials, fittings and fixing complete as per the directions of Engineer-in-Charge
11Providing and fixing of hazard marker (black & yellow) of approved make and design, made of reflective sheeting on suitable MS/GI backing, complete in all respects as per the directions of Engineer-in-Charge
12Providing and fixing of speed bump (make DARK EYE or equivalent) of size 500 X 400 X 50 mm (Including Nails) at centre(without ribs) in yellow and block colors, designed so dynamically and compact, made of ABS (Astronitrilite Butadiene Styrene) material, that it can bear maximum traffic load on it. The bump is studded with reflectors on either side along 400 mm side. Bump have interlocking system on 500 mm side including fixing of Rumble Strips on roads by drilling on roads by Drilling machine runned by DG set of fixing with stainless steel nails @ 12 Nos nails per metre and epoxy solution @ 0.50 kg/metre complete as per direction of Engineer-in-charge at different locations ensuring seating of all rumble strips.
13Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM- -4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).Overhead informatory road signage
14Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
15Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
16Providing 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 : Concrete of M10 grade with minimum cement content of 220 kg /cum
17Providing and laying RMC of M-30 grade By using minimum 400kg of cement(43 grade, OPC) per cum of concrete in roads / streets manufactured in automatic RMC plant using coarse sand and graded stone aggregate of 20mm nominal size in appropriate proportion as per approved design criteria including transportation to site in transit mixer, including cost of admixture in recommended proportion as per IS9103 to accelerate/ retard setting of concrete to improve workability with out impairing strength and durability as per specification including spreading and compacting mechanically by using needle and surface vibratos, leveling to required slope & camber, finishing by floating & brooming with wire brushes etc. and curing including making provision for contraction / expansion, construction of cross / longitudinal joints of size 10mm wide 50mm deep by groove cutting machine, providing and filling joints with approved joint filler and sealants, etc. complete, as per direction of Engineer in-charge. (Cost of joint filler & sealants shall be paid for separately under relevant items).Note:- Cement content considered in M-30 is @ 400 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately M-30 RMC by using minimum cement @400 kg/cum. Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer.
18Hiring of 20 tonne capacity crane including operation charges like fuels, operator, helper etc. and cost of mobilization of machine to site, on daily basis for shifting and placing the barriers to close the road for construction and maintenance purpose complete as per direction of Engineer-in-charge (for the purpose of payment working days of machine shall be recorded). Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58149296
AUTHORITY Government Departments
TENDER VALUE 5.20 Crore
LAST DATE 04-11-2026
Authority
Authority Name Irrigation And Flood Control Department
Work Description Tender for Providing And Erection Of W Beam Crash Barrier Along Rme Road From Madanpur Khadar To Jaitpur Village.
Basic Detail
Tender No EE/CD-X/2026-27/74
Bidding Type Tender
Location
City Delhi
State Delhi
Key Dates
Publish Date 21 Oct 2026
Submission Date 04 Nov 2026
Open Date 04 Nov 2026
Finance
Tender Value 5.20 Crore
Tender Fee Ref. Documents
EMD 10.40 Lakhs
Exemption Not Available
Document List
60c26d1d-68d6-4d21-a313-c7b4ca25923e.html
BOQ_400763.xls
NIT.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 21, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 04, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 6 days
Nov 04, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 6 days

Tender Documents

Download All (ZIP) ↓
html

60c26d1d-68d6-4d21-a313-c7b4ca25923e.html

xls

BOQ_400763.xls

pdf

NIT.pdf

pdf

Tendernotice_1.pdf

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