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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹30.3 LAdmitted-Finance MALVIYA NAGAR JAIPUR | JAIPUR | RAJASTHAN | 302001 | -26.11% | ₹30.3 L | L1 | Admitted-Finance |
| 2 | L2₹30.4 L+₹6,364.15 (0.21%)Admitted-Finance 45 GANPATI NAGAR SHIPRA PATH MANSAROVAR JAIPUR RAJASTHAN 302020 | JAIPUR | RAJASTHAN | 302020 | -24.42% | ₹30.4 L+₹6,364.15 (0.21%) | L2 | Admitted-Finance |
| 3 | L3₹30.4 L+₹11,990.18 (0.40%)Admitted-Finance 44 A LAXMI NAGAR JHOTWARA JAIPUR JAIPUR | JAIPUR | RAJASTHAN | 302001 | -25.17% | ₹30.4 L+₹11,990.18 (0.40%) | L3 | Admitted-Finance |
| 4 | L4₹31.7 L+₹1.4 L (4.59%)Admitted-Finance 04 3 | PRATAPGARH | RAJASTHAN | 312604 | -21.21% | ₹31.7 L+₹1.4 L (4.59%) | L4 | Admitted-Finance |
| 5 | L5₹34.1 L+₹3.8 L (12.6%)Admitted-Finance | -15.21% | ₹34.1 L+₹3.8 L (12.6%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Alhuria Construction Company L5 | SHRI SHYAM ELECTRICAL INDUSTRIES L3 | MAYANK ENTERPRISES L2 | TANU ENTERPRISES L1 | M/S SINGODIA AND SONS L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 requirement. | 1 | Each | 35,000 ₹35,000 | 44,840 ₹44,840 | 30,000 ₹30,000 | 26,000 ₹26,000 Lowest | 47,165 ₹47,165 |
| 2.00 | 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 the directions of Engineer-in-charge to fulfill the functional requirement. | 1 | Each | 35,000 ₹35,000 | 53,808 ₹53,808 | 31,500 ₹31,500 | 26,000 ₹26,000 Lowest | 56,600 ₹56,600 |
| 3.00 | DoubleArch 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 50 mm NB'B'ClassG.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. | 1 | Each | 35,000 ₹35,000 | 19,475 ₹19,475 Lowest | 27,000 ₹27,000 | 26,500 ₹26,500 | 20,475 ₹20,475 |
| 4.00 | Deluxe Slide:Deluxe Slide chuteis made from stainless steel(SS) of 304 grades with 16S WG sheet. The structure comprises of 20mm NB and 25mm NB'B' Class G.I. pipe. The centre support is made in 80mm NB'B' Class G.I. pipe and 15mm NBG.I. pipe. The ladder cum railing is made up of 20mm NB and 25mm NB 'B' Class GI pipe. The plat form is made up of 14S WG Aluminium sheets with anti skid for firm footgrip.There are train gular steps of 16 SWG sheets. The chute has its end such as it causes safe landing of the child. The pipes are powder coated to avoid rusting. | 1 | Each | 40,000 ₹40,000 | 26,125 ₹26,125 | 26,000 ₹26,000 Lowest | 26,500 ₹26,500 | 27,465 ₹27,465 |
| 5.00 | 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 32mm NB and 25 NB and 20mm NB pipe MS pipe.Slide length10' all components paint by PU paint in multi colours. | 1 | Each | 35,000 ₹35,000 | 26,125 ₹26,125 | 26,500 ₹26,500 | 26,000 ₹26,000 Lowest | 27,485 ₹27,485 |
| 6.00 | DoubleSeeSaw:Providing and fixing of double see saw of height 0.5 mtr from ground level. Seat frame and base should be made with 50mm NB‘B’ Class G.I. Pipe. Handle pipe should be 25mm 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. | 1 | Each | 35,000 ₹35,000 | 11,495 ₹11,495 Lowest | 26,500 ₹26,500 | 26,000 ₹26,000 | 12,000 ₹12,000 |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
13 Aug 2026, 11:00 amClosed
EXECUTIVE ENGINEER MURLIPURA ZONE
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR
Beautification work of Devika Nagar, Karni Colony Park in Ward No. 02.
2026_DLB_583071_1
55 EXECUTIVE ENGINEER MURLIPURA ZONE
Open Tender
Civil Works
Percentage
120 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹500
ONLINE PAY IN JAIPURMC WEBSITE
₹80,000
Yes
14 Aug 2026
6 Aug 2026
13 Aug 2026
6 Aug 2026
13 Aug 2026
7 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | (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. | 165.38 | CUM | 229.5 | ₹37,954.71 |
| 2 | (21.1.8) Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate
40 mm nominal size) | 20.48 | CUM | 4,330 | ₹88,678.4 |
| 3 | (21.7.1)Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification 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. | 94.5 | SQM | 445 | ₹42,052.5 |
| 4 | (25.1.1)Random rubble masonry with hard stone in foundation and plinth Cement mortar 1:6 (1 cement : 6 coarse sand) | 85.05 | CUM | 4,860 | ₹4,13,343 |
| 5 | (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) | 163.5 | CUM | 6,300 | ₹10,30,050 |
| 6 | (26.23)Providing & fixing precast cement concrete coping 1 : 2 :4 mix 50mm thick complete as per specification | 42 | SQM | 421.5 | ₹17,703 |
| 7 | (9.2)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 manualy, 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. | 51 | CUM | 3,030 | ₹1,54,530 |
| 8 | (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. | 510 | SQM | 795 | ₹4,05,450 |
| 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. | 300 | MTR | 326 | ₹97,800 |
| 10 | (31.5)Supply & installation of precoated galvanized iron profile sheets(size, shape and pitch of corrugation as approved by Engineer-incharge) 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-incharge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead 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. | 120 | SQM | 673 | ₹80,760 |
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