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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹99.4 LAdmitted-Finance | -42.44% | ₹99.4 L | L1 | Admitted-Finance |
| 2 | L2₹1.0 CrAdmitted-Finance | -40.96% | ₹1.0 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.0 CrAdmitted-Finance | -39.99% | ₹1.0 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.1 CrAdmitted-Finance | -38.68% | ₹1.1 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.1 CrAdmitted-Finance | -36.36% | ₹1.1 Cr | L5 | Admitted-Finance |
Tender Value
₹1.7 Cr
EMD Value
₹3.5 L
Closing Date
1 Apr 2026, 6:00 pmClosed
EXECUTIVE ENGINEER ZONE 9
ROOM No. 109 FIRST FLOOR CCC BUILDING
Patch repair work in Zone 9 area, JDA, Jaipur (2026-27) (ARC)
2026_JDAJP_547283_1
JDA-EE-9-25-2025-26
Open Tender
Civil Works
365 days
ZONE 9 AREA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
ONLINE JDA WEBSITE
₹3.5 L
Yes
8 Apr 2026
19 Mar 2026
8 Apr 2026
23 Mar 2026
1 Apr 2026
23 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 305.3.4 as per MoRTH Specification Clause 301.3.11 | ||||||
| 2Granular Sub-base with Well Graded Material (Table 400.1) 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. (i) For Grading I Material . | ||||||
| 3(ii) For Grading III Material | ||||||
| 4Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MoRTH specifications Clause 3002 Mechanical Means | ||||||
| 5Providing, 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 | ||||||
| 6Providing 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 | ||||||
| 7Providing 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. | ||||||
| 8Providing 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. | ||||||
| 9 | Providing and laying dense graded bituminous macadam with
100-120 TPH batch type HMP producing an average output of
75 tones per hour using crushed aggregates of specified
grading, premixed with bituminous binder minimum @ 4.0 &
4.5 percent by weight of total mix and filler, transporting the
hot mix to work site, laying with a hydrostatic paver finisher
with sensor control to the required grade, level and alignment,
rolling with smooth wheeled, vibratory and tandem rollers to
achieve the desired compaction as per MoRTH Specifications
Clause 505 complete in all respects. Bitumen (VG-30)
Grading - II (26.50 mm (Nominal Size) | 1 | MT | - | - | BI01010001010000000000000515BI0100001126 |
| 10 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 5.2 & 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 507 complete in all respects.
for Grading-II(13 mm nominal size) Bitumen (VG-30) | 1 | MT | - | - | BI01010001010000000000000515BI0100001127 |
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