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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹46.4 CrAdmitted-Finance PLOT NO 94 SECTOR 4 ADARSH NAGAR PHALODI | PHALODI | PHALODI | RAJASTHAN | -21.51% | ₹46.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹48.0 Cr+₹1.6 Cr (3.49%)Admitted-Finance | -18.77% | ₹48.0 Cr+₹1.6 Cr (3.49%) | L2 | Admitted-Finance |
| 3 | L3₹48.3 Cr+₹1.9 Cr (4.10%)Admitted-Finance | -18.29% | ₹48.3 Cr+₹1.9 Cr (4.10%) | L3 | Admitted-Finance |
| 4 | L4₹48.7 Cr+₹2.3 Cr (5.02%)Admitted-Finance | -17.57% | ₹48.7 Cr+₹2.3 Cr (5.02%) | L4 | Admitted-Finance |
| 5 | L5₹50.5 Cr+₹4.1 Cr (8.92%)Admitted-Finance 2 442 2 442 VIRAM KHAND GOMTI NAGAR GOMTI NAGAR LUCKNOW UTTAR PRADESH 226010 | LUCKNOW | UTTAR PRADESH | 226010 | -14.51% | ₹50.5 Cr+₹4.1 Cr (8.92%) | L5 | Admitted-Finance |
Tender Value
₹59.1 Cr
EMD Value
₹59.1 L
Closing Date
26 Mar 2025, 6:00 pmClosed
ACE PWD ZONE BIKANER
ACE PWD ZONE BIKANER
WIDENING AND STRENGTHENING OF OF NH 11 TO NH 911 (BAP BIKAMPUR ROAD) VAYA MANDAL CHARNAN GADIYALA GIRAJSAR NAGRASAR SEVDA KM 0.0 TO 61.800 MDR-365
2025_CEPWD_446988_1
NIT NO 16 of Year 2024-25 PWD Zone Bikaner
Open Tender
Civil Works
Percentage
450 days
BAJJU KOLAYAT
All documents required as per bid documents and NIT Scanned copy of Tender fee, processing fee, Bid Security, GST,Enlistment order and Review Order PLEASE REFER TENDER DOCUMENTS
2 documents required · 2 mandatory
₹5,000
EE PWD DN NOKHA MD RISL JAIPUR
₹59.1 L
Yes
ACE PWD ZONE BIKANER
16 Apr 2025
10 Feb 2025
27 Mar 2025
10 Feb 2025
26 Mar 2025
10 Feb 2025
28 Feb 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 |
|---|---|---|---|---|---|
| 1 | PART-A EARTHWORK | - | - | - | - |
| 2 | Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in-charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete as per MoRTH specifications cl. 109. | 1 | Km. | 54,192 | ₹54,137.81 |
| 3 | 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 | 1 | Hect. | 13,809 | ₹13,795.19 |
| 4 | Milling of distressed bituminous layer upto 70mm depth in a single pass with suitable milling machine (capable of milling @ 200&300 sqm of area per hr) fitted with loading conveyer of loading the filled material directly on the trucks i/c hauling and stock billing the reclaiming to bring to required specification to reuse with the approval of engineer-in-charge for safe disposal with all leads and lifts complete in all respect as directly by Engineer-in-charge.
Note:The unutilized quality of reclaimed bituminous mix material shall be recovered. | - | Cum | 535 | - |
| 5 | 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 | - | Cum | 35 | - |
| 6 | 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 | - | Cum | 41 | - |
| 7 | 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 1000 m as per MoRTH Specification Clause 305.3 | 1 | Cum | 142 | ₹141.86 |
| 8 | 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 | 0.29 | Cum | 64 | ₹18.56 |
| 9 | Dismantling of existing cement concrete block and relaying the dismantled servicable blocks by spreading 25/30 mm thick sand under meath and filling joints withs and on existing WBM base and fixing of edge CC Block all material shall confirm to MoRTH specification and as per IS:15658 :2006 Interlocking Paver Block having 80mm thickness. | - | Sqm | 92 | - |
| 10 | 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 Manual Means, Granular Courses | - | Cum | 295 | - |
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