Tender For Construction Of Water Fountain On Vikas Marg At Geeta Colony Cut Under Sub Div. - Iv Of East Road Division (M-212) During 2026 - 27. (Sh:- Civil & Electrical Works).
Tender Value
63.88 Lakhs
Estimated cost
Bid Submission
17 Aug 2026
3 days left
EMD
1.27 Lakhs
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
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Water Fountain On Vikas Marg At Geeta Colony Cut Under Sub Div. - Iv Of East Road Division (M-212) During 2026 - 27. (Sh:- Civil & Electrical Works).
BOQ
| Sl. No. | Item Description |
| 1 | Civil work |
| 2 | 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 3 | All kinds of soil. |
| 4 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil |
| 5 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 6 | 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. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 8 | 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) |
| 9 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 10 | 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/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 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: |
| 11 | Concrete of M-10 grade with minimum cement content of 220 kg/cum. |
| 12 | Concrete of M25 grade with minimum cement content of 300 kg /cum |
| 13 | 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 : |
| 14 | 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) |
| 15 | 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 : |
| 16 | 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) |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 18 | Foundations, footings, bases of columns, etc. for mass concrete |
| 19 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 20 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 21 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 22 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 23 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 24 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 25 | 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 excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 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 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 |
| 26 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 27 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 29 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 31 | Stone work (machine cut edges) for wall 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) including 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 shall be paid for separately) : |
| 32 | Red sand stone - Exposed face machine cut and table rubbed with rough backing.40 mm thick |
| 33 | White sand stone - Exposed face machine cut and table rubbed with rough backing.40 mm thick |
| 34 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 35 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. |
| 36 | Red sand stone |
| 37 | White sand stone |
| 38 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete. |
| 39 | 12 mm cement plaster of mix : |
| 40 | 1:6 (1 cement: 6 coarse sand) |
| 41 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 42 | 1:6 (1 cement: 6 coarse sand) |
| 43 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 44 | Two or more coats on new work. |
| 45 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 46 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 47 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 48 | 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.. |
| 49 | In cement mortar |
| 50 | 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. |
| 51 | 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). |
| 52 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 53 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 54 | Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. |
| 55 | With granite stone of all colour except black, cherry/ruby red of area less than 0.50 Sqm |
| 56 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 57 | 250 mm dia. R.C.C. pipe |
| 58 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : |
| 59 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 60 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/Sqm mixed with water proofing cement compound @ 0.253 kg/ Sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/Sqm mixed with water proofing cement compound @ 0.126 kg/Sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. |
| 61 | Modified Estimated Cost due to correction in GST Rate @ 0.973 =(Estimated cost based on DSR 2023 items *0.973) = (-) (2586988*0.027= 69849) |
| 62 | Add @ 4.03% for Cost Index on DSR-2023 |
| 63 | Providing and laying Tactile tile (for vision impaired persons as per standards) of size 300x300x60 mm having with water absorption less than 0.5% and conforming to 1S:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc, laid on 20 mm 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. |
| 64 | 60 mm thick Tactile paver block of M-30 grade with approved colour, design & pattern. |
| 65 | Providing and fixing machine cut, mirror/ eggshell polished , Granite stone work for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with white cement slurry @ 3.3 kg/Sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge. |
| 66 | 18 mm thick Polished Granite stone slab jet Black, Cherry Red, Elite |
| 67 | Providing and fixing 100x100x60 mm Delhi stone cobble block hand cut and chisel, rough finish on top, mixed with red sandstone machine cut size 100/75x100x40 mm , for paving in parking floors and table top, etc. laid over 20 mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. |
| 68 | Providing and fixing beige color long strip pattern natural stone wall cladding tile or equivalent of approved make as approved by Engineer-in-Charge, in wall lining, skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete as per architectural drawings and as per approved by Engineer-in-charge. |
| 69 | Providing and Fixing of Flexible Median Markers which shall be made of combination of tough, high impact resistant molded thermoplastic body along with florescent yellow color retro-reflective type XI sheeting with minimum exposed reflective area 285 square mm and with rebound property. The reflective sheeting should confirm to Type XI Florescent Yellow sheeting as per IRC 67 2012 and ASTM D4956-11. The flexible median marker shall have overall height of minimum 180 mm, body thickness of minimum 2mm and shank depth of minimum 30mm. The retro-reflective sheeting shall be on both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The edge of sheeting should not come out easily by putting nails, sharp objects etc. The logo of the manufacturer shall be embossed on either side of the body. The plastics used for the molding the flexible median marker shall have a minimum notched Izod Impact strength value of 4.11J/cm (@thickness 3.17mm) at room temperature, tested in accordance with ASTM D256. The product design has to with stand all natural impacts and should not get damaged if any pedestrian stamp on top of it intentionally or unintentionally. The product should bend up to 90 degree on both sides without breakage or damage. The product shall be provided with 3 year outdoor weathering report as per ASTM & IRC Standards & 10 year warranty confirmation as per IRC 67:2012 standards for the reflective sheeting used in product. The product shall have accredition with IRC. |
| 70 | Deduction for Salvage Value of Dismantled materials which will be taken out from site by the Agency and clearing the site as per direction of Engineer in Charge. (Dismantled materials shall be the properties of the Contractor for which credit have been made from the bill of the contractor by the Department). |
| 71 | Old kerb stone |
| 72 | Old Paver block |
| 73 | Old Brick |
| 74 | Electrical Work |
| 75 | Supplying, Installation, Testing and Commissioning of three phase openwell ISI Marked submersible pump set of 7.5 H.P. capacity suitable for operation on 415V(+-10%), 3- phase AC supply compatible for operations on dynamic variable frequency / speed having IP 68 Protection including providing required no's of heavy duty M.S clamps made of flat iron and suitable size top cover made of suitable thick MS sheet as required. and making of flexible IP68 cable connections etc. complete as required. |
| 76 | Supplying, Installation, Testing and Commissioning of three phase open well ISI Marked submersible pumpset of 1.5H.P. capacity suitable for operation on 415V(+-10%), 3- phase AC supply compatible for operations on dynamic variable frequency / speed having IP 68 Protection including providing required no's of heavy duty M.S clamps made of flat iron and suitable size top cover made of suitable thick MS sheet as required. and making of flexible IP68 cable connections etc. complete of suitable head and discharge etc. complete as required. |
| 77 | Supplying, Installation Testing Commissioning of Fixing of 25-40 mm dia Bubbler Jet Nozzles in SS 304 Gr to produce water effect etc. complete as required. |
| 78 | Supply & Fixing of 25 mm dia Swivel Connector for Adjustment of Bubbler Jet Nozzle in SS 304 Gr to produce water effect complete as required. |
| 79 | Supplying, Installation, Testing and Commissioning of 40 mm dia SS Diffuser Nozzles in SS 304 Gr to produce water effect etc. complete as required. |
| 80 | Supplying, Installation, Testing and Commissioning of 100 mm Dia Debris Collection Strainer in Stainless steel 304 gr etc. complete as reqd. |
| 81 | Supplying, Installation, Testing and Commissioning of 300x300 mm Dia Main Drain in SS 304 Gr with perforations to disallow foreign material with top openable for maintenance etc. complete as required. |
| 82 | Supplying, Installation, Testing and Commissioning of 400 mm Dia wide SS Overflow Skimmer in Stainless steel 304 gr with front openable fitted debris trapping mesh with outlet size of 65mm Dia for fixing in wall etc. complete as reqd. |
| 83 | Supplying and fixing of 100 mm dia SS pipe manifold complete with 3 nos inlet etc Complete as reqd. |
| 84 | Supplying and fixing of 100 mm dia GI Spool Peace complete as reqd. |
| 85 | Supply & Fixing of Following Size 10 kg Pressure uPvc Pipe and all accessories like Elbow, Coupler, Tee Endcap etc complete as reqd. |
| 86 | 63 mm Dia |
| 87 | 110 mm Dia |
| 88 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. |
| 89 | 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 90 | Supplying, installation, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required |
| 91 | 100 mm dia |
| 92 | Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required |
| 93 | 100 mm dia |
| 94 | Supplying and fixing of Following Size Pvc Ball Valve and accessories complete as required. |
| 95 | 32 mm Dia complete as required. |
| 96 | 63 mm Dia Complete as reqd. |
| 97 | Supplying & fixing PVC insulated PVC sheathed copper conductor submersible flat cable ISI Marked in existing metal/ HDPE / PVC/ pipe/ in bore well/ in sump including fixing the cable to GI/HDPE pipe with suitable cable tags of following sizes etc. complete as required. |
| 98 | 3 Core 6 Sq mm Flat Cable |
| 99 | 3 Core 1.5 Sq mm Flat Cable |
| 100 | Supplying & laying of following Size PVC insulated PVC sheathed copper conductor flexible cables i/c connections etc. complete as required. |
| 101 | 4 x1.5 sqmm Round cable |
| 102 | Supply & Fixing of 6x1 w Donut Type water proof RGB LED lights made out of die cast stainless steel suitable 304 gr suitable to be fitted with emitter type power LED's with all in one optical lens of 85% effeciency step tempered glass 8 mm with protection class of IP-68 i/c connection & water proof jointing etc Complete as required. |
| 103 | Supplying, Installation, Testing and Commissioning of underwater Luminaries surface mounted RGB LED spot light 6 x 3W with IP 68 protection, SS/ aluminum dia casting body with power coated paint, soft rubber gasket along with 2 years free replacement guaranty etc. complete as required |
| 104 | Supply & Fixing of Waterproof Joint Complete as reqd. |
| 105 | Supplying, installation, testing and commissioning of SS Stand I/c for 6x3 Watt LED Light as reqd. |
| 106 | Supplying, Installation, Testing and Commissioning of fixing of Power Supply/SMPS for suitable to run LED Lights, Body-Metal input Power-220 V AC/ Output Power-12 V DC etc. complete as required |
| 107 | Supplying, Installation, Testing and Commissioning of RGB controller with remote Kit wattage not less than 200 watt i/c connection along with 2 years free replacement guaranty etc. complete as required |
| 108 | Supplying, Installation, Testing and Commissioning of Signal Amplifier of RGB signal as require i/c connection along with 2 years free replacement guaranty etc. complete as required |
| 109 | Fabrication, Supplying and Installation of floor mounted double door front openable outdoor type compartmentalized cubical Feeder Pillar of suitable size and depth for operation on 415 V, 3 Phase, 4 Wire 50 Hz AC supply system duly fabricated with 2 mm thick CRCA sheet steel with hinged lockable main doors with godown locks duly powder coated in approved shade having 150 A capacity insulated tinned Aluminium TPN busbars, 2 Nos. earth studs etc with mounting frame as per size of feeder pillar duly fabricated with 50mm. x 50mm. x 5mm. (NS) MS angle iron with legs and grouting the same in cement concrete 1:2:4 (1 cement : 2 sand : 4 stone aggrete 20mm) including connection, interconnection, earthing connection and supplying & installation of following switchgears therein-INCOMING: 1 No. 100 Amp, 16KA . 415 Volts TP MCCB (Ics = Icu = 100%)1 No. 3 phase VAF meter with CT's 1 Set RYB indicating light with protection MCB's OUTGOING: 2 Nos. 63A TPN MCB's with 7.5 HP DOL starter complete with contactor, relay, SPP, push button, indicating lights etc.1 Nos. 32A TPN MCB's with 1.5 HP DOL starter complete with contactor, relay, push button, indicating lights etc.6 Nos. 32 A DPMCBs having space for installation of controllers |
| 110 | Supplying, installation, testing and commissioning of 3D LED outdoor type IP-66 display in single / multi languages in approved color & design made of bottom supported 3D channel letters of required height, width & depth as per requirement of matter to be displayed made out of 3 mm thick acrylic sheet with corian finish on front having LED modules installed inside the channel letters throughout the length of letters with maximum 50mm gap between two consecutive modules, suitable AC to DC adopter / SMPS to power LED modules including all other standard accessories, mounting base of 50mm thickness with required depth & length to support the channel letters of display, wiring, suitable mounting arrangement to ensure proper safety etc. complete as approved by the Engr-in-Charge. (Structural frame work including M.S. plate to be provided separately. Rectangular area of the display only shall be measured for payment) |
| 111 | Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 112 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 113 | Supplying & Laying of one number PVC insulated and PVC sheathed / XLPE aluminium conductor armoured power cable of 1.1 kV grade of following size in the existing RCC/ HUME/ METAL / PVC / DWC pipe i/c connections etc. complete as reqd. |
| 114 | 4 x 25 sqmm Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysAug 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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