Tender For Development Of Park (Development Of Park At Sector-15A, Noida With One Year Maintenance) Noida.
Tender Value
2.90 Crore
Estimated cost
Bid Submission
16 Sep 2026
7 days left
EMD
6.86 Lakhs
Bank guarantee accepted
Document Fee
5310
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Of Park (Development Of Park At Sector-15A, Noida With One Year Maintenance) Noida.
BOQ
| Sl. No. | Item Description |
| 1 | Civil Work :- Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. (DSR Code No.-2.6.1) AOR |
| 2 | Filling available excavated earth ( excluding rock ) in trenches , Plinth, sides of Foundations etc. in layers by 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 |
| 3 | Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. (Note : Sand and aggregate shall be derived from natural sources) All works up to plinth level: M-15 grade plain cement concrete (cement content considered @ 240 kg/cum). (DSR Code.No.-4.19.1.1) AOR |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete (DSR-18/ Item Code.No-5.9.1) AOR |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for : walls ( any thickness ) including attached pilasters, butteresses,plinth and string courses etc. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers (DSR Code No.-5.9.5) AOR |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts (DSR Code.No-5.9.6) AOR |
| 8 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note Cement content considered in this item is @ 330 kg/ cum.Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level (DSR Code No.-5.37.1) AOR |
| 9 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/ cum.Excess/less cement used as per design mix is payable/recoverable separately). All works above plinth level upto floor V level |
| 10 | 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. (DSR-18/ Item Code No.-5.22.6) AOR |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR Code No.-6.1.1) AOR |
| 12 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand( DSR Code No.6.4.1) AOR |
| 13 | 20 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand. (DSR Code.No-13.6.1) AOR |
| 14 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade. Area of slab over 0.50 sqm (DSR-18/ Item Code No.-8.2.2.2) AOR |
| 15 | Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete. |
| 16 | Providing and fixing gang 18 MM thick saw cut, mirror polished , premoulded and prepolished machine cut for kitchen platforms vanity counters, window sills, facias, and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1cement :4 Coarse sand) jonts treated eith white cement , mixed with matching pigment epoxy touch polishing to edges to give high gloss finishetc. complete at all levels. Granite of any colour and shade. Area slab upto 0.50 Sqm. |
| 17 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work (DSR Code No-8.3.2) AOR |
| 18 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge |
| 19 | Stone work ( machine cut edges) for wall lining etc.(veneer work) upto 10 meter height , backing filled (veneer work) upto 10 meter height , backing filled with a grout of average 12 mm thick cement mortar 1:3 ( 1 cement : 3 Coarse sand) including pointing in white cement 1:2 ( 1 white cement : 2 stone sand dust) with an admixture of pigment matching the stone shade : ( to be secured to the backing and the sides by means of cramps and pins which shall be paid separately.) White sand stone - Exposed face machine cut and table rubbed with rough backing). 30 MM thick. |
| 20 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: (i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/ sqm). (DSR Item Code No.-22.3) AOR |
| 21 | Providing and fixing Glass mosaic tiles on finished plain wall surface of size 20 mm* 20 mm *4 mmin all colour , design , fixing in approved design. The glass mosaic tiles shall be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same . All completed as per direction of Engineer - in- charge. |
| 22 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to thr required line and cuvature jointed with cement mortar 1 : 3 (1 Cement : 3 C. Sand) i/c making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm) i/c making drainage opening wherever required complete etc. as per direction of E/I (length of finished kerb eddeging shall be measured for pament). (Precast C. C. kerb stone shall be approved by Engineer-in-charge). (DSR Code.No-16.69) AOR |
| 23 | Kota stone slab flooring over 20 mm ( avarage ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete with base of Cement mortar 1: 4 ( 1 cement : 4 Coarse sand) : 25 MM thick. |
| 24 | Steel work in built up tubular ( round , squre or rectanguler hollow tubes etc.) trusses etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer , including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes. DSR 2018/P-185/10.16.1 |
| 25 | Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 26 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. (DSR Code.No-13.62.1) AOR |
| 27 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification. Two or more coats on new work |
| 28 | Supply and fixing of Glass Fiber Reinforced Concrete ( GFRC ) Produced in accordance with PRE CAST INSTITUTE ( U.S.A) MANUAL 128 EDN 4 , conforming Jaali in approved size pattern , Design , thickness and colourMade by MRK GRC or Equivalent . The Jaali should be made from 53 grade white portland cement manufactured by J.K cement or equivalent having minimum compressive strength of 40 N / m Sqm , quartz, fine silica sand . \, Alkali resistant Glass Fiber manufactured by Nipon or Sant Gobin or owens corning or equivalent , super plasticizers and polymers manufactured by BASF , Sika MYK Schomburg or equivalent . The material casting should take place in Synthetic Rubber / FRP Mould manufactured by Reckli or equivalent . The Fixing of Jaali should be dry fixing i.e to be done with GI fastners , dash fastners , self - scerw and pins on MS frame or wall / RCC. Providing and Fixing GRC Jali size L 4800 mm x W 2300 x 75 mm Bordar & 25 mm Pattern thickness Including loading ,unloding cartage all complete. As per design approved by Consultant & Engineer - incharge ( Aor) |
| 29 | Providing and laying 60mm thick faciory 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 line sand etc. all complete as per the direction of Engineer-in-charge. (DSR Code No.-16.68) AOR |
| 30 | Free Standing Sculpture Colored Walls - Providing and fixing of colourful free standing panel wall Sculpture of Heitht 1800 mm approx in 8 mm acrylic finished as per attached drawing and placing in position without damaging the edges complete as per instruction from consultant and engineer incharge. |
| 31 | Sculpture Box Panels - Providing and fixing of two box panel wall Sculpture of Height 2400 mm approx (With Cluster of 5 on each sides) and box size of 300 x 300 in 8 mm acrylic with MS stand finished as per attached drawing and placing in position without damaging the edges complete as per instruction from consultant and engineer incharge . |
| 32 | Dustbins & Benches :- Supply & Fixing of Locable DUO Dustbin . Outer cabinet of dustbin will be made 3 mm thick FRP material of overall size 406 X 813 X 813 mm with Top open able . The dustbin will be containing 2 Nos inner bucket of 60 Lt . Capacity each the bucket will be LLDPE material . The iuter body will be customized with Noida logo ECO Vinyle material only in front side of dustbin . The dustbin will be grouted with H shape bracket and 150 mm long dash fastner at site . |
| 33 | TR Concrete bench Supply of concrete bench as per approved design casted in FRP mould for uniform surface straingthness and appropriate edge precasted with M-25 concrete mix appropriate reinforcement, the other surface to be coated with sealer. |
| 34 | Concrete bench with planter supply of glass fiber reinforced concrete bench as per approved design, the planter should be casted in fiber reinforced plastic molds allowing tolerence +10 mm. The wall thickness should be minimum 25 mm, casted in portland cement based of J.K. Cement, Ultratech or equivalent, using appropriate reinforced with alkali resistence glass fiber rainging from 3 to 5% of N.E.G. Japan or ownes cornng. The bench should be pigmented with synthetic oxide non fading water proof, UV resistance pigment of M/s Bayferrox / Lanxess of equivalent. The outer surface need to be coated with sealer. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysSep 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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