Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.6 CrAdmitted-Finance | -20.99% | ₹6.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.1 Cr+₹50.0 L (7.58%)Admitted-Finance | -15.00% | ₹7.1 Cr+₹50.0 L (7.58%) | L2 | Admitted-Finance |
| 3 | L3₹7.4 Cr+₹84.5 L (12.8%)Admitted-Finance | -10.86% | ₹7.4 Cr+₹84.5 L (12.8%) | L3 | Admitted-Finance |
| 4 | L4₹8.4 Cr+₹1.8 Cr (27.8%)Admitted-Finance | +1.00% | ₹8.4 Cr+₹1.8 Cr (27.8%) | L4 | Admitted-Finance |
Tender Value
₹8.3 Cr
EMD Value
₹16.7 L
Closing Date
11 Aug 2026, 10:00 amClosed
EE, ADA Ajmer
ADA, Ajmer
Strengthening and Widening of Road From Bhattbay Ganesh Ji Temple to Bangar Tiraha, Pushakr, Ajmer.
2026_ADA_580925_1
NIT 23/2026-27 (2)
Open Tender
Civil Works
Percentage
240 days
ADA
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
ADA, Ajmer
₹16.7 L
Yes
14 Aug 2026
1 Aug 2026
11 Aug 2026
1 Aug 2026
11 Aug 2026
1 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 | 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 | 1 | Hectare | 8,720 | ₹8,711.28 |
| 2 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical Means,Bituminous Courses & Granular Courses | 1,125 | Cum | 100 | ₹1,12,500 |
| 3 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 1,562.5 | Cum | 632 | ₹9,87,500 |
| 4 | 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 | 43,875 | Cum | 31 | ₹13,60,125 |
| 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 | 13,162.5 | Cum | 58 | ₹7,63,425 |
| 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 | 30,712.5 | Cum | 81.75 | ₹25,10,746.88 |
| 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. | 13,162.5 | Cum | 15.9 | ₹2,09,283.75 |
| 8 | 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. By Mix in Place Method For Grading-III Material | - | Cum | 450 | - |
| 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 | 5,775 | Cum | 1,147 | ₹66,23,925 |
| 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 | 22,050 | Sqm | 31 | ₹6,83,550 |
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.35 MB
2.pdf
Tender Documents • 10.81 MB
BOQ_1032306.xls
BOQ • 0.35 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .