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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.9 CrAdmitted-Finance | -9.00% | ₹2.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.0 CrAdmitted-Finance | -5.29% | ₹3.0 Cr | L2 | Admitted-Finance |
| 3 | L3₹3.0 CrAdmitted-Finance | -3.99% | ₹3.0 Cr | L3 | Admitted-Finance |
| 4 | L4₹3.3 CrAdmitted-Finance | +3.41% | ₹3.3 Cr | L4 | Admitted-Finance |
| 5 | L5₹3.4 CrAdmitted-Finance | +8.75% | ₹3.4 Cr | L5 | Admitted-Finance |
Tender Value
₹3.2 Cr
EMD Value
₹6.3 L
Closing Date
6 Apr 2026, 6:00 pmClosed
Executive Engineer PWD division Sri Ganganagar
Executive Engineer PWD division Sri Ganganagar
Strenghting of road from Mirjewala fatak to Bharatmala road at Sri Ganganagar Left out portion of NH Km 0/0 to 2/0
2026_CEPWD_547728_5
NIT_EE_34_SGNR
Open Tender
Civil Works - Roads
180 days
Sri Ganganagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Through challan DDO code 10566
₹6.3 L
Yes
6 May 2026
20 Mar 2026
7 Apr 2026
20 Mar 2026
6 Apr 2026
20 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 |
|---|---|---|---|---|---|
| 2EARTH WORK,GSB & WMM WORK | |||||
| 3Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202.Dry Brick Pitching or Brick Soling | |||||
| 4Dismantling 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 | |||||
| 5Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.In area of non-thorny jungle | |||||
| 6Excavation 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 | |||||
| 7Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 Note :- Deduct if excavated earth as per item No. 3.5 (ii) is used and pushed for filling in embankment. | |||||
| 8Construction 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 | |||||
| 9Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete.Earth, Sand, Lime, Morrum manure or sludge | |||||
| 10Providing 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. For Grading-III Material | |||||
| 11Providing and laying granular sub-base material having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured).as per MoRTH specification table 400-1, 400-2,For Grading III Material | |||||
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