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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | -40.88% | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹11.0 L (9.90%)Admitted-Finance | -35.03% | ₹1.2 Cr+₹11.0 L (9.90%) | L2 | Admitted-Finance |
| 3 | L3₹1.2 Cr+₹11.0 L (9.96%)Admitted-Finance | -34.99% | ₹1.2 Cr+₹11.0 L (9.96%) | L3 | Admitted-Finance |
| 4 | L4₹1.3 Cr+₹15.0 L (13.5%)Admitted-Finance | -32.89% | ₹1.3 Cr+₹15.0 L (13.5%) | L4 | Admitted-Finance |
| 5 | L5₹1.3 Cr+₹16.1 L (14.6%)Admitted-Finance | -32.27% | ₹1.3 Cr+₹16.1 L (14.6%) | L5 | Admitted-Finance |
Tender Value
₹1.9 Cr
EMD Value
₹3.7 L
Closing Date
3 Aug 2026, 6:00 pmClosed
EE 14
JDA Jaipur
Construction and Renewal of road from Sanwant ka baas to chandlai road and Mohanpura to Bagda ki dhani Zone-14, JDA, Jaipur
2026_JDAJP_576974_1
EE-14/04/2026-27
Open Tender
Civil Works
Percentage
180 days
JDA Area
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Onlin
₹3.7 L
Yes
7 Aug 2026
25 Jul 2026
7 Aug 2026
25 Jul 2026
3 Aug 2026
25 Jul 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 | Dismantling of Cement Concrete Pavements as perMoRD Specification Clause 202. Dismantling ofcement concrete pavements by mechanical meansusing pneumatic tools breaking to pieces notexceeding 0.02 cum in volume and stock piling atdesignated locations and disposal of dismantledmaterials upto a lead of 1000 m, stacking serviceableand unserviceable materials separately | - | Cum | - | - |
| 2 | Carriage of material from quarry/crusher to work site including loading, unloading and stacking all complete Building Rubbish Stone metal (Grit and ballast etc.) For 5Km | - | Cum | - | - |
| 3 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 | - | Cum | - | - |
| 4 | 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 | - | - |
| 5 | Carriage of material from quarry/crusher to work site including loading, unloading and stacking all complete Carriage of earth, sand, lime, morrum manure or sludge etc. For 10Km. | - | Cum | 1 | - |
| 6 | 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 I Material | - | Cum | - | - |
| 7 | 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 401Grading II | 1 | Cum | - | - |
| 8 | 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 | - | - |
| 9 | Cement Concrete Pavement Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and onstruction joints, admixtures as approved, curing of concrete slabs for 14-days sing water finishing to lines and grade as per drawing and MoRTH Specification clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). | - | Cum | - | - |
| 10 | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406 By Mechanical Means with all lead | - | Cum | - | - |
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