INSTALLATION OF RAILING, GYM AND SWING AND OTHER REPAIR WORKS IN SHIV PARK, GANESH PARK, AND SHRI RAM PARK IN WARD NO. 16 OF VIDYADHAR NAGAR ZONE.

Nagar Nigam Jaipur · Jaipur, Rajasthan · Civil Works & Infrastructure · open

Key facts

Tender value: ₹49.0L
EMD: ₹98K
Published: 07 Nov 2026
Closing date: 17 Nov 2026
Status: open
Status as of: 09 Nov 2026 00:26 UTC
Department: Department of Local Self Government, Rajasthan
Office: Office of the Executive Engineer, Vidhyadhar Nagar Zone

Description

Works tender for installing railings, gym equipment and swings and carrying out other repair works in Shiv Park, Ganesh Park and Shri Ram Park, Ward No. 16, Vidhyadhar Nagar Zone, Jaipur. Estimated value is Rs. 48,96,000. Work execution period is 6 months from the commencement date. Bid validity is 90 days. Performance security is 10% of the gross amount.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: Income Tax Certificate, GST Certificate, Receipt of online payment for tender fee and processing fee, Signed and scanned copies of Annexure A, B, C, D and E, Contractor enlistment/registration documents, where applicable

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Commercial terms

Bid type: Percentage
Evaluation: Percentage rate; lowest bid is not guaranteed acceptance
Make in India (MII): No
MSE preference: No

Line items (29)

(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. In all type of soil — Qty: 67.25 Cum
(1.1.1) Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth 10 KM — Qty: 67.25 Cum
(25.1.1) Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) — Qty: 8.1 Cum
(24.4.1) 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 1:6 (1 cement : 6 coarse sand) With FPS bricks. — Qty: 13.5 Cum
(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). — Qty: 9 Cum
(32.1.2) Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 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/ mortar 1:6 (1 cement : 6 fine/ coarse sand) — Qty: 1320 sqm
(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. — Qty: 993 Kg
(32.15) Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete — Qty: 1320 sqm
(32.35.1) Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. — Qty: 1320 sqm
(32.51.1) 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. — Qty: 940 sqm
(9.2) Providing and laying rolled cement concrete mix of M-10 base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum aggregate cement ratio 15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve the designed flexural strength, finishing and curing complete as per clause 603, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. — Qty: 93.2 Cum
(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. — Qty: 500 sqm
(30.20.1) Chequered terrazzo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand)Light shade using white cement. — Qty: 432 sqm
(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 — Qty: 400 meter
(39.48) Supplying, erecting and fixing in position specified precast RCC bench made of RCC grade M-30 consisting of 2 Nos. “L” shaped base support of thickness 100 mm back height 1000mm, front height 450 mm, base width 420mm and 5 Nos. RCC planks of size of 1500x100 x 50 mm and 1 Nos RCC planks of 150x200x50mm including joining all parts with galvanised nuts and bolts of suitable size. All bolts to be sealed after assembly with nice finish and appearance and level complete in all respect as per direction of engineer in-charge. Every bench should have a manufacturer’s logo of appropriate size Engraved at suitable place. — Qty: 12 each
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. — Qty: 3 EACH
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. — Qty: 3 EACH
CROSS TRAINER Providing 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 requireme — Qty: 3 EACH
SEATED PULLER Providing 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. — Qty: 3 EACH
CHEST PRESS Providing and fixing of Chest Press of size not less than 2200mm (Length) x 800mm (Width) x 2000mm. (Height), to enhance the strength of upper limbs and the muscles in chest & 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 made up from at least 32NB “C” class G.I. pipe. The seats and Back rests to be fitted on the outer frames shall be made up of M.S. Sheet of size not less than 330mm X 300 mmX2mm thickness. 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 from 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 — Qty: 3 EACH

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