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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹99.1 LAdmitted-Finance | -40.11% | ₹99.1 L | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹25.0 L (25.2%)Admitted-Finance | -25.00% | ₹1.2 Cr+₹25.0 L (25.2%) | L2 | Admitted-Finance |
| 3 | L3₹1.4 Cr+₹41.6 L (41.9%)Admitted-Finance | -15.00% | ₹1.4 Cr+₹41.6 L (41.9%) | L3 | Admitted-Finance |
| 4 | L4₹1.4 Cr+₹41.6 L (41.9%)Admitted-Finance | -14.99% | ₹1.4 Cr+₹41.6 L (41.9%) | L4 | Admitted-Finance |
Tender Value
₹1.7 Cr
EMD Value
₹3.3 L
Closing Date
17 Aug 2026, 6:00 pmClosed
EE B1
JDA Jaipur
Improvement and Development Of Existing Green Belt With Pedestrian Pathway at JLN marg Zone A JDA Jaipur
2026_JDAJP_584239_1
EE-A 2026-27 NIB-24
Open Tender
Civil Works
Percentage
120 days
JDA Area
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Online
₹3.3 L
Yes
21 Aug 2026
10 Aug 2026
21 Aug 2026
10 Aug 2026
17 Aug 2026
10 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 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 | - | Cum | 31 | - |
| 2 | By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401.For Grading II Material | - | Cum | 482 | - |
| 3 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104.P.C.C grade M 10
Nominal mix 1:3:6 | - | Cum | 3,091 | - |
| 4 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete.
Earth, Sand, Lime, Morrum manure or sludge.For 10 Km. | - | Cum | 79.55 | - |
| 5 | Providing and fixing reinforced concrete precast kerb stone or dand R.Mtr of M-20 grade cement concrete 120 cm long having 4 Nos. bars of 8 mm dia hysd and stirrups 6 Nos of 6 mm dia as per IS with in built provision of interlocking of jointing and lifting compaction of reinforced concrete by mechanical and table vibrators jointing at site with cement mortar 1:4 complete in all respect as directed by Engineer incharge on: 100 mm thick cement concrete 1:4:8 (1 Cement : 4 Coarse sand : 8 stone aggregate 20 mm thick nominal size) including excavation of earth and cutting of BT road cutting of WBM road etc. and disposal of surplus material with all lead and lift. The size of kerb shall be (11.5+16.5)/2*30+(16.5*7.5) | - | Rmt | 617 | - |
| 6 | Providing and laying Flag Stone Interlocking Concrete Paver Blocks of size 400 × 400 × 60 mm, manufactured on fully automatic vibro compacted machine with CVT Technology using a planetary mixer for a highly consistent and homogeneous concrete mix, with production on steel base plates instead of wooden/plastic boards to eliminate dimensional deformation and ensure superior shape accuracy. The paver blocks shall conform to IS 15658:2006.The blocks shall be integrally coloured using UV-stabilized, weather-resistant Lanxess pigments, with uniform colour, shade, texture and finish. The large flag format with minimum joints shall provide a premium appearance and enhanced comfort for pedestrian walkways. The blocks shall have uniform dimensions, precise interlocking geometry and shall be laid in the approved pattern over a well-prepared and compacted base including 50 mm thick sand bedding, followed by proper alignment, compaction, joint filling with fine sand and final vibration after joint filling to achieve optimum level, interlock & long term settlement, complete in all respect as directed by the Engineer-in-Charge. | - | Sqm | 1,137 | - |
| 7 | Providing & Fixing of IK10 IP66 / IP67 protected Rectangular shape LED Step Luminarie made of powder coated die cast alluminium housing with UV stabalized PC diffuser. The System level Luminous efficacy = 90 Lumen/W. SMD LEDs is to be used, System CRI>70, CCT: 3000/4000/6500 K. The integral electronic driver must be potted & has a unique BIS R number constant current and Internal/external surge protection device of min. 4KV(L-N) and efficiency > 85%, PF>0.9, THD<10% and input Voltage range of 140-270V AC at 50Hz. System life of 50000 Burning hours with 70% of Initial Lumens maintained . driver current <750mA . Fixture must be in compliance with BIS Standards and Trade mak Certificate complete in all respect.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.
Minimum lumen output 450 lm Step light | - | Each | 3,698 | - |
| 8 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). | - | Cum | 4,915 | - |
| 9 | Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR. 3 x 2.5 Sqm | - | Mtr | 90 | - |
| 10 | S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along with ISI marked (IS:3419-1988) accessories as required in recess including cutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR.
25 mm | - | Mtr | 56 | - |
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