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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.9 CrAdmitted-Finance | +18.18% | ₹6.9 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | - | Rejected-Technical Reject |
Tender Value
₹5.9 Cr
EMD Value
₹11.7 L
Closing Date
7 Apr 2026, 6:00 pmClosed
EE 6
JDA Jaipur
Construction of GSB BT Road in loha mandi scheme in remaining area of loha mandi scheme zone 6, JDA Jaipur (ARC)
2026_JDAJP_547111_1
EE6_2025_26_NIB_32
Open Tender
Civil Works
365 days
EE 6 Area
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,500
Online (JDA Portal)
₹11.7 L
Yes
JDA Jaipur
13 May 2026
19 Mar 2026
13 Apr 2026
19 Mar 2026
7 Apr 2026
19 Mar 2026
27 Mar 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 |
|---|---|---|---|---|---|
| 1Construction 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 | |||||
| 2 | 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 | 1 | - |
| 3Construction 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 | |||||
| 4Wet 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 1 km lead | |||||
| 5Supply of JCB (excavator cum loader) Type 3D on hire including POL & driver at different sites as Directed by Engineer in charge. | |||||
| 6Supplying of 35 HP Diesel Tractor Trolly with hydraulic lift Trolley on hire with driver, cleaner and POL at different sites of JDA region as Directed by Engineer in charge. | |||||
| 7Supply of Dumpers on hire charges with driver, cleaner and POL different sites of JDA region as Directed by Engineer in charge. | |||||
| 8Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 | |||||
| 9 | Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. | - | Sqm | 1 | - |
| 10Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503 | |||||
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Tech32GST_BTLohamandiEE6.pdf
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