Tender For Construction Of Entry Gate At 45.00M Wide N.P.R. Near Meerut Road At Madhuban Bapudham Scheme.
Tender Value
2.10 Crore
Estimated cost
Bid Submission
18 Nov 2026
22 days left
EMD
4.20 Lakhs
Bank guarantee accepted
Document Fee
13098
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 Construction Of Entry Gate At 45.00M Wide N.P.R. Near Meerut Road At Madhuban Bapudham Scheme.
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation by mechanical mens (Hydraulic excavator)/ manual means over areas(exceeding 30cm in depth, 1.5m 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).(DSR2023/2.6.1)(177.50X0.762=135.26+3%=139.31) |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.All kinds of Soil (DSR2023/2.26.)(126.80X0.762=96.62+3%=99.52) |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sidesof foundations etc, in layers not exceeding 20cm in depth, consolidatingeach deposited layer by ramming and watering, lead up to 50 and for alllift. (DSR-2023/2.25)(196.00X0762=149.35+3%=153.83) |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (DSR Item No.4.1.8)(6812.00X0.762=5190.74+3%=5346.47) |
| 5 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /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 e[cluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note E[tra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mi[ is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum(DSR 2023/5.33.1.1)(9504.75 x 0.762= 7242.62+3%=7459.90) |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /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 e[cluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note E[tra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mi[ is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All works above plinth level upto floor V Level Concrete of M25 grade with minimum cement content of 330 kg /cum(DSR 2023/5.33.2.1)(9860.40 x 0.762= 7513.62+3%=7739.03) |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plint level upto floor V level in 1:4 cement & C. sand mortar (DSR Item No.6.4.1)(7344.35X0.762=7120.39+3%=7344.01) |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level for Thermo-Mechanically Treated bars. Fe-500 D (DSR Item No.5.22.6/2023)(107.85X0.762=82.18+3%=84.65) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete(DSR Item No.5.9.1/2023)(392.15X0.762=298.82+3%=307.78) |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels and Beams(DSR Item No.5.9.5/2023)(736.40X0.762=561.14+3%=577.97) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for Column and Pillers (DSR Item No.5.9.6/2023)(961.30X0.762=732.51+3%=754.49) |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Arches and domes upto6m span(DSR Item No.5.9.9/2023)(2154.35X0.762=1641.61+3%=1690.86) |
| 13 | 15MM cement plaster on rought side of single or half brick wall of mix-1:4 (1 cement : 4 coarse sand)(DSR Item No.13.5.1/2023)(411.75X0.762=313.75+3%=323.17) |
| 14 | Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surfaceto prepare the surface even and smooth complete. (DSR Item No.13.80/2023)(156.05X0.762=118.91+3%=122.48) |
| 15 | Finishing walls with Acrylic Smooth exterior paint of required shade on New work (Two or more coat applied @ 1.67 Itr/10 sqm overand including priming coat of exterior primer applied @ 0.90litre/10 sqm)(DSR Item No.13.46.1/2023)(160.60X0.762=122.38+3%=126.05) |
| 16 | Stone work, plain in copings, cornices, string courses and plinth courses,upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand),including pointing with white cement mortar 1:2 (1 white cement : 2 stonedust) with an admixture of pigment matching the stone shade for Red sand stone (DSR Item No.7.32.1/2023)(93741.10X0.762=71430.72+3%=73573.64) |
| 17 | Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc for.Red sand stone (DSR Item No.7.33.1/2023)(14931.55X0.762=11377.84+3%=11719.18) |
| 18 | Stone work (machine cut edges) for wal lining etc, (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) induding pointing in white cement mortar 1:2 (1 white cement : 2 stone 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 shal be paid for separately).…Including all necessary stone carving, mouldings, cornices, corbeling/corbels, brackets, ornamental bands, decorative projections, recessed and projected profiles and other architectural stonework required to match the approved 3D design and elevations, including cutting, shaping, dressing, profiling, carving, polishing/finishing, making of mitred and shaped joints and fixing of all such stone members, complete as per architectural drawings, approved samples and directions of Engineer-in-Charge for rubbed with rough backing.40 mm thick. (DSR Item No.8.14.2.4/2023)(7762.50X0.762=5915.03+3%=6092.48) |
| 19 | Providing and fixing stainless steel cramps of required size and shape foranchoring stone wall lining to the backing or securing adjacent stones instone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), includingmaking the necessary chases in stone and holes in walls wherever required.(DSR Item No.8.15/2023)(714.40X0.762=544.37+3%=560.70) |
| 20 | Providing and fixing of Sandstone Chhatri (Canopy) complete with four sandstone posts/columns and domical roof, constructed in approved quality and colour of natural sandstone, including all necessary mouldings, cornices, brackets/corbelings, ornamental bands, decorative members, chajja/roof slabs, dome and finial, as per architectural drawings and approved design. The work shall include dressing, cutting, shaping, carving, polishing and fixing of sandstone members, making all necessary joints, dowels/anchoring, clamps and supports, bedding and pointing in approved cement mortar/adhesive, including all required scaffolding, staging, lifting, handling, transportation, tools and tackles, and all incidental works necessary to complete the Chhatri in all respects as per drawings, specifications and directions of the Architect and Engineer-in-Charge. All complete. (M.R.) |
| 21 | Providing and fixing of decorative Sudarshan Chakra of approved natural sandstone, 100 mm thick and 1.80 metre diameter, as per the approved architectural design and elevation, including cutting, shaping, dressing, profiling and carving of sandstone to the required circular/chakra form, with all ornamental details, grooves, edges, projections, recessed portions and other decorative elements as shown in the design. The work shall include making of all necessary joints, anchoring/fixing arrangements, clamps, dowels, supports and accessories as required for proper and safe installation, including polishing/finishing, scaffolding, lifting, handling, transportation, tools and tackles, and all incidental works necessary to complete the Sudarshan Chakra in all respects as per approved drawings, 3D views, specifications, sample and directions of the Architect and Engineer-in-Charge.(M.R.) |
| 22 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer- in-Charge with material conforming to Grade-Il (size range 53 mm to0.075 mm ) having CBR Value-25 (app. Rate) |
| 23 | Applying stamping finish to the top surface of freshly laid plain/reinforcedcement concrete of specified grade in porticos, sidewalks, driveways,pool decks and open yards as per direction of the Engineer-in-Charge. (DSR Item No.26.83)The process shall include the following:-• The concrete shall be placed and screeded to the finished grade, andfloated to a uniform surface by using standard finishing techniques. Theapproved color hardener @ 2.7 kg/sqm shall be applied evenly to thesurface of the fresh concrete by the dry shake method by sprinkling in twoor more shakes, floated after each shake and trowelled only after the finalfloating. The approved release agent @ 0.113 kg/sqm shall be appliedevenly to the trowelled surface before stamping or the said release agentcan be applied to the flexible polyurethane stamp moulds of approveddesign and in required sizes to achieve final stamped pattern. Thesestampings shall be placed on the surface of concrete in three to fourpieces at a time and tapped gently with rammers of sufficient size & weightto leave proper stamp marks and the process repeated for the remainingconcrete surface till the whole surface to be stamped is completed withinthe time while concrete is in plastic stage of setting.• After stamping, the curing shall be done as per manufacturesspecifications. After initial curing the imprinted joints shall be groutedusing cement slurry mixed with color hardener as per the requirement.The surface shall be sealed by applying acrylic based sealer not less than0.167 litre/sqm.on finished surface.(Dsr Item No.26.83/2023)(762.5X0.762=581.22+3%=598.65) |
| 24 | 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).(DSR Item No.16.69/2023)(10117.60X0.762=7709.61+3%=7940.90) |
| 25 | For Electrical Items (Light Fixtures)Supply and Fixing of Lycus 9W decorative Light of app. Quality and design includin supply of all material, labour and equipments etc. required for proper completion of work as per direction of E/I. (M.R.) |
| 26 | Supply and Fixing of Below Canopy 80W decorative Light of app. Quality and design includin supply of all material, labour and equipments etc. required for proper completion of work as per direction of E/I. (M.R.) |
| 27 | Supply and Fixing of Up Down Light CLIO 25W decorative Light of app. Quality and design includin supply of all material, labour and equipments etc. required for proper completion of work as per direction of E/I. (M.R.) |
| 28 | Supply and Fixing of Compass 80W 3000K decorative Light of app. Quality and design includin supply of all material, labour and equipments etc. required for proper completion of work as per direction of E/I. (M.R.) |
| 29 | Supply and Fixing of M15 Female Supply Cable 1M 2Pin of app. Quality and design includin supply of all material, labour and equipments etc. required for proper completion of work as per direction of E/I. (M.R.) |
| 30 | Supply and Fixing of CS JUNCTION BOX 3 WAY of app. Quality and design includin supply of all material, labour and equipments etc. required for proper completion of work as per direction of E/I. (M.R.) |
| 31 | Supply and Fixing of FLEXI LINE COLORSCAPE LED14.4W/3000W 5 meters of app. Quality and design includin supply of all material, labour and equipments etc. required for proper completion of work as per direction of E/I. (M.R.) |
| 32 | Supply and Fixing of LED DRIVERCV 350W 24V 14.6AEBV 350S0 24SV of app. Quality and design includin supply of all material, labour and equipments etc. required for proper completion of work as per direction of E/I. (M.R.) |
| 33 | Supply and Fixing of 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire(in minimum 20mm) power loop point (DSR Item No. 1.7.2/2025) (120.00X0.838=100.56) |
| 34 | 4 X 10 sq. mm +2 X 6 sq. mm earth wire(in minimum 25mm) (DSRItem No.-1.7.10/2025)(258.00X0.838=216.20) |
| 35 | Supplying and fixing of-4 way double door horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/ Isolator)-4 way double door-(DSR Item No.-2.5.1/2025)(7951.00X0.838=6662.94) |
| 36 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required-Single Door (DSR Item No.-2.10.1/2025)(285.00X0.838=238.83) |
| 37 | Supplying and fixing of 25mm dia of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. (DSR Item No.1.21.2/2025)(168.00X0.838=110.78) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 22 daysNov 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 24 daysTender Documents
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