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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.6 LAdmitted-Finance 44 A LAXMI NAGAR JHOTWARA JAIPUR JAIPUR | JAIPUR | RAJASTHAN | 302001 | -25.17% | ₹11.6 L | L1 | Admitted-Finance |
| 2 | L2₹14.3 L+₹2.7 L (23.2%)Admitted-Finance | -5.51% | ₹14.3 L+₹2.7 L (23.2%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Mahakal Builders and Contractors L2 | M/S SINGODIA AND SONS L1 |
|---|---|---|---|---|---|
| 1.00 | 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 | 22,000 ₹22,000 | 20,475 ₹20,475 Lowest |
| 2.00 | 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 | 22,000 ₹22,000 Lowest | 27,465 ₹27,465 |
| 3.00 | 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 | 22,000 ₹22,000 Lowest | 27,485 ₹27,485 |
| 4.00 | 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 | 22,000 ₹22,000 | 12,000 ₹12,000 Lowest |
| 5.00 | Supply and fixing of starter panel for following rating motors mode out with M.S. powder coated sheet housing protection relays for overload short circuit & single plassing on/off buttons etc. complete in all respect. Star/Delta star 3-15 H.P. | 1 | Each | 15,000 ₹15,000 Lowest | 35,000 ₹35,000 |
| 6.00 | Supplying and installation of submersible pumping motor pump etc. I.S.I. market (Is: 8034-1989) of approved make like K.S.P. KIRLOSKAR Calama etc. Or equivalent making connection suitable for T.W./D.C.B./ open will. The job includes screwing and welding of flanges on G.I. riser pipes jointing of electrical cables and other connection making switch board electrical connections all labour for testing of submersible pump set and supply of water to water mains complete in all respect. 7.5 hp/3-45-73 mtr. lead with discharge of 400-280 LPM/hour. | 1 | Each | 60,000 ₹60,000 | 35,000 ₹35,000 Lowest |
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
13 Aug 2026, 6:00 pmClosed
EXECUTIVE ENGINEER MURLIPURA ZONE
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR
Development work of Central Colony Phase 3 Park in Ward No. 05.
2026_DLB_583085_1
64 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
₹30,000
Yes
14 Aug 2026
7 Aug 2026
14 Aug 2026
7 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 | (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. | 35.25 | CUM | 3,030 | ₹1,06,807.5 |
| 2 | (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. | 352.5 | SQM | 795 | ₹2,80,237.5 |
| 3 | (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. | 150 | MTR | 326 | ₹48,900 |
| 4 | (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 | 885 | CUM | 159 | ₹1,40,715 |
| 5 | (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. | 10 | each | 8,660 | ₹86,600 |
| 6 | ()Construction of tube-well from ground levels to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coirrope, wherever necessary for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water). Upto 100 Meter depth Nominal bore 200 mm dia. | 90 | metre. | 1,767 | ₹1,59,030 |
| 7 | ()Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes but excluding cost of casing pipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe 200 mm dia Nominal bore. | 80 | metre. | 1,407 | ₹1,12,560 |
| 8 | ()Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/1992) of grade Fe410 of following nominal bore sizes at site of work 200 mm dia. | 80 | metre. | 1,839 | ₹1,47,120 |
| 9 | ()Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985 of following nominal bore sizes at site of work 200 mm dia. | 30 | metre. | 1,853 | ₹55,590 |
| 10 | ()Development of tube well as per IS specification using suitable compressor to give sand free water for required yield of the gravel packed tube well. | 15 | Hour | 610 | ₹9,150 |
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