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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.1 CrAdmitted-Finance | -30.53% | ₹3.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.5 Cr+₹38.7 L (12.3%)Admitted-Finance | -21.99% | ₹3.5 Cr+₹38.7 L (12.3%) | L2 | Admitted-Finance |
| 3 | L3₹4.0 Cr+₹83.5 L (26.5%)Admitted-Finance | -12.11% | ₹4.0 Cr+₹83.5 L (26.5%) | L3 | Admitted-Finance |
Tender Value
₹4.5 Cr
EMD Value
₹9.1 L
Closing Date
14 Aug 2026, 10:00 amClosed
EE, ADA Ajmer
ADA, Ajmer
Construction of Remaining Roads and Pathway Work at Hokra Scheme Phase- I, Pushkar, Ajmer.
2026_ADA_578125_1
NIT 19/2026-27 (5)
Open Tender
Civil Works - Roads
Percentage
180 days
ADA
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
ADA, Ajmer
₹9.1 L
Yes
ADA, Ajmer
18 Aug 2026
27 Jul 2026
14 Aug 2026
27 Jul 2026
14 Aug 2026
27 Jul 2026
3 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 | DEVELOPMENT WORKS OF ROAD | - | - | - | - |
| 2 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRTH Specification Clause 201.By Manual Means | 3.45 | Hectare | 8,720 | ₹30,084 |
| 3 | 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 | 51,750 | Cum | 31 | ₹16,04,250 |
| 4 | Removal 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 | 1,20,750 | Cum | 31 | ₹37,43,250 |
| 5 | Construction of Embankment with Material Obtained from Borrow Pits. 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 | 15,525 | Cum | 58 | ₹9,00,450 |
| 6 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete.Carriange of Earth, Sand, Lime, Morrum manure or sludge for 10 km | 15,525 | Cum | 81.75 | ₹12,69,168.75 |
| 7 | Compacting soil at optimum moisture content with power road roller including watering soil at O.M.C., charges of T & P, cost of water and finishing of formation to required camber and grade etc. complete in layers not exceeding 15 cm. compacted thickness of : 95% proctor density. | 1,36,275 | Cum | 15.9 | ₹21,66,772.5 |
| 8 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. Plant Mix Method For Grading-III Material | 3,260.25 | Cum | 845 | ₹27,54,911.25 |
| 9 | 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 400-12 & 400-13 and MoRTH Specification Clause 406.By Mechanical Means with all lead | 2,173.5 | Cum | 1,147 | ₹24,93,004.5 |
| 10 | 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 Add 5% for Connection Raods | 10,867.5 | Sqm | 31 | ₹3,36,892.5 |
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