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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.8 CrAccepted-Finance | ₹12.8 Cr | L1 | Accepted-Finance Accept |
| 2 | L2₹12.9 Cr+₹8.2 L (0.64%)Accepted-Finance | ₹12.9 Cr+₹8.2 L (0.64%) | L2 | Accepted-Finance Accept |
| 3 | L3₹14.0 Cr+₹1.2 Cr (9.78%)Accepted-Finance | ₹14.0 Cr+₹1.2 Cr (9.78%) | L3 | Accepted-Finance Accept |
| 4 | L4₹14.2 Cr+₹1.5 Cr (11.4%)Accepted-Finance | ₹14.2 Cr+₹1.5 Cr (11.4%) | L4 | Accepted-Finance Accept |
| 5 | L5₹15.0 Cr+₹2.3 Cr (17.7%)Accepted-Finance | ₹15.0 Cr+₹2.3 Cr (17.7%) | L5 | Accepted-Finance Accept |
Tender Value
₹15.4 Cr
EMD Value
₹30.8 L
Closing Date
20 May 2025, 6:00 pmClosed
ACE PWD ZONE BIKANER
ACE PWD ZONE BIKANER
Widening of road Chandgothi to Rampura Via Bhainsali Km 0/0 to 19/0
2025_CEPWD_463031_3
E-NIT 02/2025-26 ACE PWD ZONE BIKANER
Open Tender
Civil Works
Percentage
300 days
RAJGARH
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
Executive Engineer PWD Division Rajgarh/MDRISL
₹30.8 L
Yes
ACE PWD ZONE BIKANER
28 May 2025
28 Apr 2025
21 May 2025
28 Apr 2025
20 May 2025
28 Apr 2025
9 May 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 | 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 | - | Hectare | 12,513 | - |
| 3 | 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 | 31 | - |
| 4 | 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 | 40 | - |
| 5 | 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 | 58 | - |
| 6 | 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. | - | Per Km | 58,945 | - |
| 7 | Part B Metal and Metalling | - | - | - | - |
| 8 | 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 | - | Cum | 100 | - |
| 9 | 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 Granular Courses | - | Cum | 100 | - |
| 10 | 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 | - | Cum | 632 | - |
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