Tender For maintenance of Completed Scheme Of Nazul A/C-Ii Under Horticulture Zone.Sh: Renovation Of Entry Plaza And Main Gate With Signage At Park Between Gh 1 And Mtnl Paschim Vihar And District Park At Vikaspuri Keshopur Village.
Tender Value
16.64 Lakhs
Estimated cost
Bid Submission
26 Oct 2026
0 days left
EMD
33291
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Delhi → Delhi
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for maintenance of Completed Scheme Of Nazul A/C-Ii Under Horticulture Zone.Sh: Renovation Of Entry Plaza And Main Gate With Signage At Park Between Gh 1 And Mtnl Paschim Vihar And District Park At Vikaspuri Keshopur Village.
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. A)Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 2 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking withi 50 metres lead as per direction of Engineer-in-charge |
| 3 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. A)In cement mortar |
| 4 | Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge. |
| 5 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m 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 soil as directed, within a lead of 50 m. a)All kinds of soil. |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level a) 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) |
| 9 | 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) |
| 10 | 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) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 13 | 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. |
| 14 | 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. |
| 15 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : a)25 mm thick. |
| 16 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 17 | Supplying and fixing of DDA logo (3 mm thick SS 304, laser cut) welded/bolted on the sheet, fixed on wall /pillar with SS anchor fasteners/bolts, complete as per drawing and direction of Engineer-in-Charge. |
| 18 | Providing and fixing granite stone for wall cladding of approved make, in all colours, shades of any size as approved by Engineer-in-Charge, in walls over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with High Polymer synthetic adhesive, including pointing in white cement mixed with pigment of matching shade complete. |
| 19 | Providing and fixing natural stone wall cladding of approved make, in all colours, shades of any size as approved by Engineer-in-Charge, in walls over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with High Polymer synthetic adhesive, including pointing in white cement mixed with pigment of matching shade complete. |
| 20 | Providing and fixing stainless steel (SS) signage of 3 mm thickness, with a letter width of 1 to 2 inches and the required height, in the specified font and design, including all necessary fittings, fixtures, adhesives, transportation, loading and unloading, installation, fixing, and all other incidental works, complete in all respects as per the directions and to the satisfaction of the Engineer-in-Charge. The measurement shall be based on the rectangular plan area of each individual letter, irrespective of its shape or font. |
| 21 | Brick work with clay flyash F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:A) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 22 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 23 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 24 | Disposal 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. |
| 25 | Deduct on account of the disposal of dismantled old TMT bars/GI pipe Sections/ Mild steel sections (including MS hollow tubular sections)/ Angle section/ T-iron frame as per the direction of the Engineer-in-charge. Nothing extra shall be paid on account of cutting/ dismantling, any loading/ unloading, transporting & weighing of the scrap steel etc.) |
| 26 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : in cement mortar |
| 27 | Providing and fixing of CHAIR TYPE R.C.C. BENCH WITH ARM of Make K.K/ LEO/ SURABH/ ARZOO/R.D or equivalent as approved by Engineer-in-charge. The precast concrete benches (chair type) manufactured by using M-25 grade concrete, & reinforcement suitably to prevent damage during handling, transportation and erection and long use. The benches consists of 2 nos. L shape base support in cement colour (thickness-80 mm., back hight- 890 mm.. front height-450 mm. and base width-690 mm.) and one No. reinforced concrete plank in red colour of size 1500mm x400 mm x 50mm and one No. of reinforced concrete plank in red colour of size 1500mm x425mm x50mm. The parts are jointed together with galvanized nuts & bolts. Seating length of bench - 1500mm. seating height of bench-450 mm. total height of the bench-890mm. Bench top and back are treated with special anti-corrosive, water proof coating so as to make surtaces glossy and water proof. All component of each bench are manufactured by using M-25 grade of concrete using vibro compaction process. The complete item fixed at site as required including GST, transportation loading / unloading etc Complete as per direction of Engineer in charge. |
| 28 | Supplying and fixing swing type heavy duty with M.S frame (dimension should be sufficient to withstand full garbage condition) PVC dustbin(twin), on stand having capacity of 120 liters and dimensions as (L x W x H) 505mm x 445mm x 690mm each including M.S. frame & painting writing etc. complete as per drawing and direction of engineer-in-charge (Payment for excavating holes and C.C 1:2:4 to be paid separately) |
| 29 | Removing damage RCC Bench from site and dispose malba by mechanical means, including loading, transporting, unloading beyond 50 m initial lead, for all leads including all lifts involved. All complete as per direction of Engineer-in-Charge |
| 30 | Total (Say \\"A\\") |
| 31 | Total of MR Item |
| 32 | GST Correction Factor (@0.973 |
| 33 | Cost Index @ 3% on DSR items and A/R items based on DSR(Say'D') |
| 34 | Total After C.I |
| 35 | Say Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayOct 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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