Tender For Repair Of The Boundary Wall Of The Park Of Magaleshwar Mahadev Temple Jaipur Located In Vidhadhar Nagar Ward 8, Installation Of Railing And Work Of Tiles On The Footpath.
Tender Value
1.26 Crore
Estimated cost
Bid Submission
10 Aug 2026
8 days left
EMD
2.53 Lakhs
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jaipur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair Of The Boundary Wall Of The Park Of Magaleshwar Mahadev Temple Jaipur Located In Vidhadhar Nagar Ward 8, Installation Of Railing And Work Of Tiles On The Footpath.
BOQ
| Sl. No. | Item Description |
| 1 | (4.2.1)Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301.all type of soil |
| 2 | (2.4.1)Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. Lime Concrete, cement concrete grade M-10 (1:5:10) and below |
| 3 | (4.13)Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m. |
| 4 | (2.12)Dismantling Brick / Tile work In cement mortar |
| 5 | (1.1.1)Carriage of Materials by mechanical transport including loading, unloading and stacking ::Earth for lead upto 10 KM. |
| 6 | (32.15)Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete |
| 7 | (9.3)Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 8 | (30.21)Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Light shade using white cement. |
| 9 | (10.1)Providing and fixing precast cement concrete M-20 grade (Using mechanical Concrete Mixer) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick PCC M-10 grade foundation as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 10 | (9.11)Providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimum compressive strength of 300 kg/ sq cm. The CC paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in-charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. |
| 11 | (24.5.1)Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 12 | (29.26.2)Steel work welded in built up sections/ framed work including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 13 | (32.3.3)Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar1:6 (1 cement : 6 fine/ coarse sand) |
| 14 | (32.51.1)Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: |
| 15 | (32.35.1)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 base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). |
| 16 | (21.1.2)Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 17 | (31.47.2)Providing & fixing UV stabilised fibreglass reinforced plastic sheet roofing upto any pitch including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 2mm thick flat. |
| 18 | (9.12)Removing & re-fixing of precast cement concrete interlocking paving blocks of all sizes over 50 mm thick course sand bedding (duly compacted) including filling of joints with sand complete in all respect. |
| 19 | (29.5.1)Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces. |
| 20 | (10.16.1)Supplying and fixing of GI chain link fencing of required width in mesh including strengthening with 2 mm dia GI wire/ G.I. staples/ G.I.U-nails/ nuts bolts with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete 30cmx30cmx60cm, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only etc complete as required and as per direction of Engineer-in-charge. Mesh size 50mm x 50mm made of GI wire 3.15mm dia |
| 21 | (4.10.1.1)Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m |
| 22 | (22.1.6)Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 23 | (23.2.2)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. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 24 | (23.19.6)Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. |
| 25 | (19.1.2)Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) suitable for potable water with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately. 110 mm dia |
| 26 | (36.7.1)Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. |
| 27 | (30.25.1)Kota stone slab flooring 25mm thick 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) : Area of each slab 900 to 2000 sqcm |
| 28 | (34.47)Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 29 | (31.1.1)Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00mm thick with zinc coating not less than 275gm/m² |
| 30 | (67.12.2)Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . LED Street Light fixture with Minimum lumen output 3700 lm |
| 31 | Providing &fixing of proclain mosaic tiles of 50mm*50mm*8mm size manufactured by Cefino,coral or pearls and equapproved shade &design with required adhesive over bad of 15mm thick cement sand mortar 1:3 inclusive nicely finished joints ( thickness of joints filter (as recommnded by manufacture) & finished with flush pointing in white cement mixed with pigment to match the shade of tiles etc. complete as directed by engineer in charge. |
| 32 | providing amd fixing Enhance your garden with timeless elegance and royal craftsmanship!A beautifully handcrafted marble fountain designed to bring peace, luxury, and a soothing water flow to your outdoor space. Product SpecificationsMATERAIL = RAJNAGAR WHITE EMARBLEDesign: 2-Tier Garden Marble Fountain,Height: 8 Feet,Diameter: 10× 10 FeetTier Sizes:1st Tier: 3.5×3.5ft2nd Tier: 2×2 ft |
| 33 | Providing & Fixing of Rotary Thrill Merry Go Round having require area of dia 1.5 meter & height of 1.0 meter from ground level . The center support is made with 60mm ODMS Apollo pipe . The heavy duty ball bearing 6312 of reputed make is attached for smooth rotation. The connecting support to seat shall be made with 32mm ODMS Apollo pipe . The Seat structure is made with 32mm & 25mm ODMS Apollo pipe. The 4 nos. of seats are made from fiber glass reinforce plastic of 3mm thick are attached with the structure . All Equipments should be paint by 2 layer of P.U.paint in multicolor or oven baked powder coated whichever is feasible and possible. |
| 34 | Providing & Fixing of circular swing with steel seat having require area 1.8 mtr. x 1.5 meter and height 2.1 mtr. from ground level. The leg support should be made by 48 mm odms pipe connected with 48 mm ODMS pipe. Top bar connected with outer frame of Circular swing made with 32 mm ODMS pipe & the outer frame is attached with seating structure made with 50 x 15mm ms rectangular pipe & the lower part should be made by 50 x 15mm rectangle pipe for foot rest. All Equipments should be paint by 2 layer of P.U.paint in multicolor or oven baked powder coated whichever is feasible and possible |
| 35 | DeluxeSlide:Deluxe Slide chute is made from stainless steel (SS) of 304 grade swith 16 SWG sheet.The structure comprises of 20 mm NB and 25 mm NB 'B' Class G.I. pipe. The centre support is made in 80 mm NB 'B' Class G.I. pipe and 15 mm NB G.I. pipe.The ladder cum railing is made up of 20 mm NB and 25 mm NB 'B' Class GI pipe. The platform is made up of 14 SWGA luminium sheet swith an tiskid for firm foot grip.There are train gular steps of 16 SWG sheets. The chute has its end such as it causes safe landing of the child.The pipe sare powder coated to avoid rusting. |
| 36 | CROSS TRAINERProviding and fixing of Cross trainer of size not less than 1140mm (Length) x 625mm (Width) x 1750mm. (Height), to enhance the mobility of upper and lower limbs and improve the flexibility of joints. The main structure frame shall be made from G.I. pipe minimum of 80NB “C” class welded with M.S. round base plate at least Ø250 mm & 10mm thick. The Handle Frame shall be made up of at least 25NB “C” Class G.I. Pipe. The footrests shall be made from LLDPE/Aluminum casting material of size not less than 130 mm X 310mmX5mm thickness and mounted on M.S. Plate of Size 130mmx310mmx3mm thick. High tensile steel with galvanized nuts and bolts shall be used for assembly. The powder coating shall be done with Pure Polyester powders of Ackzonoble/ Berger/ Nerolac Paints with 60 to 70 Micron thicknesses complete in all respect including fixing the M.S. holdfast in cement concrete to hold the whole structure, under the directions of Engineer-in- charge to fulfill the functional requirement. |
| 37 | SEATED PULLERProviding and fixing of Seated Puller of size not less than 2400mm (Length) x 800mm (Width) x 2000mm. (Height), to enhance the strength of upper limbs and the muscles in chest and back and promote cardio-pulmonary function. The main structure frame shall be made from G.I. pipe minimum of 100NB “C” class welded with M.S. round base plate at least Ø250 mm & 10mm thick. The handle frame shall be minimum of 32NB “C” class G.I. pipe. The seat frame minimum of 50NB “C” class G.I. pipe, Closing Caps shall be made up of LLDPE/high quality Fiber reinforced Plastic material. High tensile steel with galvanized nuts & bolts shall be used for assembly. The powder coating shall be done with Pure Polyester powders of Ackzonoble/ Berger/ Nerolac Paints with 60 to 70 micron thickness complete in all respect including fixing the M.S. holdfast in cement concrete to hold the whole structure, under the directions of Engineer-in-charge to fulfill the functional requirement. |
| 38 | STANDING SEATING TWISTERProviding and fixing of Seating & Standing Twister of size not less than 1700mm (Length) x 540mm (Width) x 1250mm. (Height), to enhance flexibility of waist. Suitable for people of different ages except children. The main structure frame shall be made from G.I. pipe minimum of 100NB “C” class welded with M.S. round base plate at least Ø250 mm & 10mm thick. The bottom frame of the Seating & Standing twister be at least of 32 NB, 50 NB, and 25 NB shall be made from “C” class G.I. pipe. The handle frame of Seating & Standing twister of minimum 25 NB & Foot resting frame of seating side shall be made from “C” class G.I. pipe minimum of 25mm NB. The Twister plate to be fitted on the bottom frame shall be made up of M.S. Round Plate of minimum size 250 mm diameters and 10mm thickness. Closing Caps shall be made up of high quality LLDPE/Fiber reinforced Plastic material. High tensile steel with galvanized nuts & bolts shall be used for assembly. The powder coating shall be done by Pure Polyester powder of Ackzonoble/ Berger/ Nerolac Paint with 60 to 70 micron thickness complete in all respect including fixing the M.S. holdfast in cement concrete to hold the whole structure, under the directions of Engineer-in- charge to fulfill the functional requirement. |
| 39 | FRP wave slide :Providing and Fixing of FRP wave slide its required area 4.6 mtr x 0.9 mtr platform height should be 5' Ground Level and should be made by 32 mm NB and 25 NB and 20 mm NB pipe MS pipe.Slide length10' all components paint by PU paint in multi colours. |
| 40 | SIT UP BOARD DOUBLEProviding and fixing of Sit up Board double of size not less than 1580mm (Length) x 1400mm (Width) x 680mm (Height), to enhance the flexibility of whole body. The main structure frame shall be made from G.I. pipe minimum of 100NB “C” class welded with M.S. round base plate at least Ø250 mm & 10mm thick. The remaining frame of the sit up board minimum of 32mm NB shall be made from “C” class GI pipe. The powder coating shall be done with Pure Polyester powder Ackzonoble/ Berger/ Nerolac Paints with 60 to 70 micron thickness complete in all respect including fixing the M.S. holdfast in cement concrete to hold the whole structure, under the directions of Engineer-in-charge to fulfill the functional requirement. |
| 41 | LEG PRESS : Area :- 0.40x1.77 MtrSafe Area :- Providing and the center pThe bottom support thickness is welded the remaining outer frame pipe. the foundation used for Ǿ 80mm made from \\"C\\" c & 10 mm thickness, 25mmx25mm. to join the c 3mm thicness is used. the seats are size 330mmx3mm and size 250mmx 200mm. the footrests is made 130mmx311.77 mtr.-1x2.38mtr. fixing leg press made from \\"B\\" class G.I. p pipe is of Ǿ 115mm made from \\"C\\" class G.I. of M.S. round plate of Ǿ 250mm & at bottom. is of Ǿ 40mm made from \\"C\\" class G.I. foundation fixing is consist of three equal class G.I. pipe, M.S. round p x 3mm M.S. angle. centre pipe & outer frame seamless pipe of thickness fitted on the outer frame is made up of FRP material of 300mm of thickness 3mm & M.S. plate of is used to support it. from aluminum casting material, i 10mm & 5mm thickness. pipe, made pipe and 250mm, 10mm items i.e. plate of Ǿ 250mm angle. Ǿ 120mm & thickness 5 support its sizes are the frame of footrests consists of Ǿ 32mm made from \\"C\\" class G.I. pipe. closing caps made from top quality FRP material which is of 2 mm thickness. the inner bushes is made from seamless pipe, its diameter is 60mm & 5mm thickness. the pins used in are made up of Ǿ 25 mm hardened bright bar, the bearings used are of \\"6205zz\\" permanent lubricated sealed bearing of reputed make (FAG/SKF). the handles used are of rubber grip. high tensile steel with galvanized nut bolts are used for assembly. the serclips used for assembly are of Ǿ 25 mm. the powder coat is done by poly urethane & exoxy powder with 60-to-70-micron thickness. |
| 42 | Wall painting artistic along with scrapping and preparing base with acrylic cement primer and painting same with base coat of acrylic emulsion to obtain smooth and clear finish (one or more coat) followed by multicolor wall painting artistic, 3D, Landscape, graphity work with designing and sketching along with coat of premium exterior paint or rubber based exterior paint of high quality, shading or mixing (Ultima & shine) of approved brand one or more coat for even & smooth finished wall as directed by engineer in charge for pre approved design . Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 31, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysAug 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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