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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.6 LAccepted-AOC | ₹31.6 L | L1 | Accepted-AOC Financial bid is Accepted at the price of Rs. 3164061.42 by the Employer. |
| 2 | L2₹33.4 LRejected-Finance | ₹33.4 L | L2 | Rejected-Finance Due to L2 Rate |
| 3 | L3₹35.0 LRejected-Finance | ₹35.0 L | L3 | Rejected-Finance Due to L3 Rate |
| 4 | L4₹37.5 LRejected-Finance | ₹37.5 L | L4 | Rejected-Finance Due to L4 Rate |
| 5 | L5₹37.9 LRejected-Finance | ₹37.9 L | L5 | Rejected-Finance Due to L5 Rate |
Tender Value
Refer Docs
EMD Value
₹4.2 L
Closing Date
21 Mar 2026, 12:00 pmClosed
S.E.Sitapur/Kheri Circle PWD Sitapur
Office of the S.E.Sitapur/Kheri Circle PWD Sitapur
Road signage work of Shekhnapur- Sonsari-Lalpur road (O.D.R.). Km 1 to Km 16(450)
2026_CEUCZ_1125451_3
1222/352C/E.TENDER/STP-LMP/25 Dt. 07.02.2026
Open Tender
Civil Works - Roads
60 days
SITAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹4.2 L
Yes
Office of the S.E.Sitapur/Kheri Circle PWD Sitapur
12 Jun 2026
16 Mar 2026
21 Mar 2026
16 Mar 2026
21 Mar 2026
16 Mar 2026
18 Mar 2026
Supply, fixing & eraction of built up Cantilever Structure 6 m span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 90x90M of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:4:8 cement coarse sand and 40 mm gauge stone ballast. RCC withand 1:2:4 cement coarse sand and 20 mm stone grit including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2010 complete in all respect The Rates shall include cost of design fabrication, supply, transportation, Local shifting Erection of Signage structure using crane, inclusive of all taxes royalty, VAT etc. all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge.
Aluminium alloy plate,2 mm thick, fixed with high intensity grade sheeting vide clause 801.3
Providing and laying of hot applied thermoplastic compound 15 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. (For Repeated bar.)
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. (For Zebra crossing, center line and edge line marking.)
Supply & fixing of Retro refelective high intensity informary sign board/cautionary sign board etc. As per MoRTH- Specificaion and analysis attached. For school /Hospitals 120 cm x 90 cm Rectanguler Board ( 04 Nos.)
Supply & fixing of Retro refelective high intensity informary sign board/cautionary sign board etc. As per MoRTH- Specificaion and analysis attached. For T-Junction Village roads 90 cm equilateral Triangle Board (18 Nos)
Supply & fixing of Retro refelective high intensity informary sign board/cautionary sign board etc. As per MoRTH- Specificaion and analysis attached. For Curves 90 cm equilateral Triangle Board (12 Nos)
Supply & fixing of Retro refelective high intensity informary sign board/cautionary sign board etc. As per MoRTH- Specificaion and analysis attached. For Speed limit Board ( 37 nos.)
Supply & fixing of Retro refelective high intensity informary sign board/cautionary sign board etc. As per MoRTH- Specificaion and analysis attached. For Aabadi 120 cm x 90 cm Rectanguler Board ( 27 Nos.)
Supply & fixing of Retro refelective high intensity informary sign board/cautionary sign board etc. As per MoRTH- Specificaion and analysis attached. Hazard Marker 30 cm x 900 cm Rectanguler Board ( 22 Nos.)
Supply & fixing of Retro refelective high intensity informary sign board/cautionary sign board etc. As per MoRTH- Specificaion and analysis attached. Stop Board 90 cm Octagonal Board for T- Junction
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro-reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not on the pavement and adhesive on the exposed surfaces of the markers and incidentals all complete as per direction of the Engineer-in-Charge. RPM (with shank) LKO SOR CH-26 MoRTH 804 (8.35)-Suggestive
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