VARIOUS DEVELOPMENT WORK IN K 5 SCHEME PARK, DURGA MATA PARK (JASWANT NAGAR) IN WARD NO. 22 OF VIDYADHAR NAGAR ZONE.

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

Key facts

Tender value: ₹34.1L
EMD: ₹68K
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

Development works at K 5 Scheme Park and Durga Mata Park in Ward No. 22, Vidhyadhar Nagar Zone, Jaipur, including civil works and supply and installation of park play equipment. Work execution period is 04 Month from the work commencement date. Bid validity is 90 days.

Eligibility & requirements

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

New to these terms? Read how tender eligibility criteria work.

Commercial terms

Bid type: Percentage
Evaluation: Percentage rate
Make in India (MII): No
MSE preference: No

Line items (24)

(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 — Qty: 12.6 Cum
(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: 327.6 Cum
(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. — Qty: 720 Cum
(1.1.1) Carriage of Materials by mechanical transport including\ loading, unloading and\ stacking ::Earth upto 10 km — Qty: 379.8 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
(24.5.2) 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) — Qty: 3.65 Cum
(32.2) Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 15 mm cement plaster on the rough side of single or half brick wall 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: 834 Sqm
(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: 834 Sqm
(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). — Qty: 834 Sqm
(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. — Qty: 376 Cum
(30.20.4) 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) :Ordinary cement without any pigment — Qty: 280 Sqm
(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: 555 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: 540 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: 8 Each
(32.50.1) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work — Qty: 252 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: 848 Kg
DoubleSeeSaw: Providing and fixing of double see saw of height 0.5 mtr from ground level.Seat frame and base should be made with 50 mm NB ‘B’ Class G.I. Pipe. Handle pipe should be 25 mm NB ‘B’ class G.I.pipe.Length of see saw lever should be 6 feet. Seats are made with FRP/LLDPE. Max. 4 children can play at one time. — Qty: 1 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: 1 Each
Double Arch Swing: In this two children can enjoy the swing at one time.The arch shaped side frame is made of 65mm NB 'B' Class GI pipe and top pipe is made up of 50mm NB 'B' Class G.I. pipe.The frame is powder coated to give an aesthetic look.The swing is made up of 5mm thick anti skid canvas top. The rubber belt seat is suspended on 6mm rubber coated GI chain. The ball bearings shall be mounted inside a specially designed nylon clamp. — Qty: 1 Each
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. — Qty: 1 Each

2 tender document(s) available — sign up to download.

Related tenders

UNDER FRAME (LS & LWS PP) — Civil Works & Infrastructure · Tamil Nadu
Macdamization of road surface at syed Kamalud din Colony wanganpora Eid gah Near UPHC from h/o Ali Mohd upto h/o Nasir Khalel. — Civil Works & Infrastructure · Jammu and Kashmir · ₹15.0L
Operation of supply valves for the distribution pipe line for piped scheme Babaichya and Narwar with associated works, under jurisdiction of sub division rural, District Rural Division Ajmer (Excluding GST) — Civil Works & Infrastructure · Rajasthan · ₹3.3L
Construction of Mali Hut at Bimalnag Nursery under CAMPA CAT RATTLE for the year 2026 27 — Civil Works & Infrastructure · Jammu and Kashmir · ₹16.7L
CONSTRUCTION OF TOILET BLOCK IN SANOUR CITY — Civil Works & Infrastructure · Punjab · ₹9.1L
Repair of street and drainage in w.no.2 — Civil Works & Infrastructure · Punjab · ₹25.0L
Repair and renovation of University Library Building at GADVASU, Ludhiana. — Civil Works & Infrastructure · Punjab · ₹9.5L
P/F Interlocking Tiles St. Baba Jora EO Gurudwara Street Ward No.07 — Civil Works & Infrastructure · Punjab · ₹3.4L