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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹86.5 LAdmitted-Finance F 479 SECTOR 9 VIJAY NAGAR GHAZIABAD 201009 UTTAR PRADESH | GHAZIABAD | UTTAR PRADESH | 201009 | -1.62% | ₹86.5 L | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Fee/PreQual/Technical UPPER GROUND FLOOR 1 20A PLOT NO C 20 KESHAV KUNJ GOVIND PURAM GHAZIABAD 201001 UTTAR PRADESH | GHAZIABAD | UTTAR PRADESH | 201001 | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹88.0 L
EMD Value
₹1.8 L
Closing Date
18 Apr 2026, 3:00 pmClosed
Executive Engineer SWR1
O/o Executive Engineer SWR 1 PWD Brar Square New Delhi
Repair Maintenance and Beautification of Parade Road Underpass under Sub Division-II New Delhi
2026_PWD_289816_1
99/EE/SWR-I/PWD/2025-26 (R-1)
Open Tender
Civil Works - Roads
30 days
Works
Please refer Tender documents.
14 documents required · 14 mandatory
₹0
₹1.8 L
28 Apr 2026
10 Apr 2026
18 Apr 2026
10 Apr 2026
18 Apr 2026
10 Apr 2026
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.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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/OrdinaryPortland/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. | - | Cum | 1 | - |
| 2 | 40 mm thick fine dressed stone flooring over 20 mm (average)thick base of cement mortar 1:5 (1 cement : 5 coarse sand) including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone.
2.1 Red sand stone | - | Sqm | 1 | - |
| 2.1 | 2.2 White sand stone | - | Sqm | - | - |
| 3Providing and fixing multi walled transparent /opaque 10 mm thick polycarbonate sheet of required colour blue, brown or green etc. UV co-extruded and having UV coating on one side multi walled sheet of weight not Iess than 1.60 to 2.05 kg/sqm approved by Engineer-in-charge. The light transmission from transparent or translucent or opaque polycarbonate sheet varies from 30 to 80% and shall be decided by engineer in charge as per requirement. The panel shall satisfy the Dart drop impact test for value above 15 and upto 60 Joules and confirm either Flame retardancy of class UL-94 HB/94V-0 category as per IS 4434:2023 or category V0 & HB as per ASTM D635-18 or BSI D0 classification as per EN 13501 for fire safety. The yellowness index tested as per ASTM E313 (D1925) shall be less than or equal to 2 or it shall be 1 units as per ASTM D 2244 at the time of of installation and shall be less than or equal 10 as per ASTM E313 (D 1925) or 6 units as per ASTM D 2244 on a sample after 5000 Hours of exposure of UV/Sunlight. The multi walled poly carbonate sheet shall be fixed on tubular steel structure with aluminum Alcox Section size 60 x 18 x 2 mm (anodized 25 micron thick and weight not less than 0.462 kg/meter. Weather proof Neoprene/ EPDM rubber gasket shall be fixed on both side of Joints at both side (Top & Bottom) of poly carbonate sheet to be sealed with anodized aluminium U profile / channel of size 10 x 10 x 1.5 mm thick of weight not less than 0.2 Kg/m. The polycarbonate sheet and aluminium profile shall be fixed to MS Framed Structure with self-laping and self-drilling 55 mm long steel screws to be fixed @ 300 mm centre to centre. The rate shall be inclusive of cost of all material involved such as polycarbonate sheet, aluminium profile and aluminium channel, EPDM gasket, Self-taping screws, nut bolts, Silicon sealant of any other material required for fixing the sheet but excluding the cost of steel structure which shall be paid separately including hoisting the sheets and fixing in position in required scaffolding shape. The rate shall also include the cost of all T&P scaffolding and safety precautions required during execution of the work. The entire work shall be executed as per direction of Engineer-in-charge. a) 10 mm thick and U-value not more than 2.50 W/m2k. | |||||
| 412 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) | |||||
| 5 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | - | Sqm | 1 | - |
| 6Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | |||||
| 7 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | - | Sqm | 1 | - |
| 8Demolishing 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 (i/c equivalent design mix) | |||||
| 9Providing 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. | |||||
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