Tender For Construction Of Entry Gate For Delhi Road
Tender Value
47.54 Lakhs
Estimated cost
Bid Submission
24 Aug 2026
4 days left
EMD
4.75 Lakhs
Bank guarantee accepted
Document Fee
1298
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Saharanpur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Entry Gate For Delhi Road
BOQ
| Sl. No. | Item Description |
| 1 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m |
| 2 | Disposal of surplus excavated earth by mechanical transport including loading, unloading and stacking for lead beyond 50 m. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources |
| 4 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 8 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 11 | Extra for additional cost of centering for arches exceeding 6m span including all shuttering, bolting, wedging and removal (Area of the soffit to be measured) |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Arches, domes, vaults up to 6 m span |
| 13 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 14 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 15 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand) |
| 16 | 12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) |
| 17 | 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 fine sand): Moulded Band |
| 18 | Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 19 | Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 20 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 21 | Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminum frame work. Nothing extra shall be paid on this account). The weight of aluminum extruded section shall be taken for purpose of payment. |
| 22 | Providing, fabricating and fixing Aluminium Composite Panel (ACP) cladding system, 4 mm thick, of approved make (Aludecor / Alstrong / Eurobond or equivalent), comprising non-toxic polyethylene / FR core sandwiched between two aluminium skins (minimum 0.25 mm thickness each side), with PVDF coating on exposed surface, including all necessary aluminium supporting framework, fasteners, sealants, cutting, bending, routing, grooving and fixing in true line, level and plumb complete.The work shall include designing, providing and fixing aluminium sub-framing system made out of extruded aluminium sections (minimum 1.5– 2 mm thick) anchored to the RCC/steel structure using SS anchor fasteners (Grade 304). ACP sheets shall be cut, routed and folded to required shapes and fixed using SS screws/rivets, ensuring proper alignment and uniform joint spacing.All joints shall be sealed using weather-resistant structural silicone sealant, and necessary provisions for thermal expansion and contraction shall be ensured. Edges shall be properly finished with matching trims and profiles.The entire system shall be installed as per approved shop drawings and manufacturer's recommendations. |
| 23 | Providing, fabricating and fixing stainless steel (SS 304) backlit signage letters, made from SS sheets of thickness 1–1.5 mm, with mirror/brushed finish, including cutting, bending, welding, polishing, LED illumination system, mounting and wiring complete. The SS letters shall be fabricated with precise dimensions and smooth edges, ensuring uniform finish. Internal LED modules shall be installed to provide diffused backlit illumination. Letters shall be fixed using stud mounting system, anchored securely to the backing surface, with concealed wiring and connections. The entire system shall be weather-resistant and suitable for outdoor conditions. |
| 24 | Providing, fabricating and fixing laser-cut acrylic letters, made from high-quality cast acrylic sheets of thickness 8–12 mm, with backlit LED illumination system, including cutting, shaping, polishing, mounting, wiring and finishing complete.The acrylic letters shall be precision cut using CNC/laser cutting machines and finished smooth with uniform edges. LED modules shall be fixed inside/back of letters to provide uniform illumination, ensuring no dark spots or glare.Letters shall be mounted using stud fixing system / high-strength adhesive, ensuring proper alignment, spacing and level. All wiring shall be concealed and properly insulated.The installation shall ensure durability, weather resistance and aesthetic appearance as per approved design. |
| 25 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 26 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density |
| 27 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 28 | Providing 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. |
| 29 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 30 | Add 18%GST Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysAug 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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