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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹58.9 CrAdmitted-Finance | -8.51% | ₹58.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹60.2 Cr+₹1.3 Cr (2.19%)Admitted-Finance | -6.51% | ₹60.2 Cr+₹1.3 Cr (2.19%) | L2 | Admitted-Finance |
| 3 | L3₹61.7 Cr+₹2.8 Cr (4.67%)Admitted-Finance UNKNOWN | -4.24% | ₹61.7 Cr+₹2.8 Cr (4.67%) | L3 | Admitted-Finance |
| 4 | L4₹66.2 Cr+₹7.3 Cr (12.3%)Admitted-Finance | +2.76% | ₹66.2 Cr+₹7.3 Cr (12.3%) | L4 | Admitted-Finance |
| 5 | L5₹66.2 Cr+₹7.3 Cr (12.3%)Admitted-Finance | +2.77% | ₹66.2 Cr+₹7.3 Cr (12.3%) | L5 | Admitted-Finance |
Tender Value
₹64.4 Cr
EMD Value
₹1.3 Cr
Closing Date
29 Jan 2026, 6:00 pmClosed
ACE PWD ZONE BHARATPUR
ACE PWD ZONE BHARATPUR
Construction of Deeg Bypass in District Deeg including ROB
2025_CEPWD_501411_1
NIT No. 13/2025-26 PWD Zone Bharatpur
Open Tender
Civil Works
Percentage
545 days
DEEG
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
AS PER NIT DOC
₹1.3 Cr
Yes
ACE PWD ZONE BHARATPUR
4 Feb 2026
15 Sept 2025
30 Jan 2026
15 Sept 2025
29 Jan 2026
15 Sept 2025
17 Sept 2025
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 |
|---|---|---|---|---|---|
| 1PART- 'A' - EARTH, GRAVEL, WBM WORK | |||||
| 1.01 | Clearing 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.
By Mechanical Means
In area of non-thorny jungle | 24 | Hect. | 12,513 | ₹3,00,312 |
| 1.02 | 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 5 Km as per MoRTH Specification Clause 305.3 | 1,76,772 | Cum | 104.2 | ₹1,84,19,642.4 |
| 1.03 | 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 10 Km as per MoRTH Specification Clause 305.3 | 85,682 | Cum | 119.95 | ₹1,02,77,555.9 |
| 1.04 | Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres))
Mechanical Means
UNLINED DRAIN | 11,945 | Cum | 8.75 | ₹1,04,518.75 |
| 1.05 | 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 | 3,45,940 | Cum | 0.13 | ₹44,972.2 |
| 1.06 | 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.
For grading-V material | 33,056 | Cum | 894 | ₹2,95,52,064 |
| 1.07 | 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
Lead upto 5.0 Km. | 26,519 | Cum | 1,167 | ₹3,09,47,673 |
| 2PART- 'B'- BITUMINOUS WORK | |||||
| 2.01 | 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 | 1,13,200 | Sqm | 31 | ₹35,09,200 |
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