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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹65.9 LAdmitted-Finance | -41.68% | ₹65.9 L | L1 | Admitted-Finance |
| 2 | L2₹66.0 L+₹1,130.72 (0.02%)Admitted-Finance | -41.67% | ₹66.0 L+₹1,130.72 (0.02%) | L2 | Admitted-Finance |
| 3 | L3₹68.9 L+₹3.0 L (4.51%)Admitted-Finance | -39.05% | ₹68.9 L+₹3.0 L (4.51%) | L3 | Admitted-Finance |
| 4 | L4₹70.0 L+₹4.0 L (6.12%)Admitted-Finance | -38.11% | ₹70.0 L+₹4.0 L (6.12%) | L4 | Admitted-Finance |
| 5 | L5₹71.2 L+₹5.3 L (8.02%)Admitted-Finance ANAND BHAWAN OUTSIDE VAZIRPUR GATE KARAULI 322241 RAJ | KARAULI | RAJASTHAN | 322241 | -37.00% | ₹71.2 L+₹5.3 L (8.02%) | L5 | Admitted-Finance |
Tender Value
₹1.3 Cr
EMD Value
₹2.7 L
Closing Date
17 Aug 2026, 6:00 pmClosed
As per Doc and NIT
As per Doc and NIT
Land Levelling work at Sub Yard Bhusawar in KUMS Bhusawar Village Nithar, Distt. Bharatpur.
2026_RSAMB_581179_2
NIT 03 Dn. RSAMB Bharatpur
Open Tender
Civil Works
Percentage
240 days
Bharatpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
As per Doc and NIT
₹2.7 L
Yes
18 Aug 2026
3 Aug 2026
18 Aug 2026
3 Aug 2026
17 Aug 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 |
|---|---|---|---|---|---|
| 1Item Description | |||||
| 1.01 | · The rates mentioned in BOQ are excusive of GST. GST Shall be paid Separately as applicable. | - | - | - | - |
| 1.02 | Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available : Hard rock (blasting prohibited) useful material 30% of volume excavated | - | Cum | 551 | - |
| 1.03 | 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 | - | Cum | 44 | - |
| 1.04 | Granular Sub-base with Well Graded Material (Table 400-1)(A).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 MoRTH Specification Clause 401. For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar (iii)For Grading III Material | - | Cum | 407 | - |
| 1.05 | Cutting of branches of trees shrubs and trimming of grass and weeds Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per MoRTH specification Clause 201 | - | Per Tree | 57 | - |
| 1.06 | Cutting of branches of trees shrubs and trimming of grass and weeds Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per MoRTH specifications Clause 201 | - | Each | 2.95 | - |
| 1.07 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete.Earth, Sand, Lime, Morrum manure or sludge For 1 KM | - | Cum | 47.3 | - |
| 1.08 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete.Earth, Sand, Lime, Morrum manure or sludge For 500 M (0.5 Km.) | - | Cum | 50.6 | - |
| 1.09 | Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300-1 and 300-2 for embankment construction as per MoRTH Specification Clause 305.3.4 | - | Cum | 10 | - |
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