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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | -8.88% | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 CrAdmitted-Finance | -7.11% | ₹1.4 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.5 CrAdmitted-Finance | -0.51% | ₹1.5 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.5 CrAdmitted-Finance | +1.49% | ₹1.5 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.5 CrAdmitted-Finance | +3.51% | ₹1.5 Cr | L5 | Admitted-Finance |
Updated dates
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
22 May 2026, 11:00 amClosed
Executive Engineer
Office of The Executive Engineer PWD Division Taranagar
Construction of Atal Pragati Path at Dadrewa
2026_CEPWD_559108_2
EE TNR Short Terms eNIT No 03/2026-27 No D 106 Dated 05/05/2026
Open Tender
Civil Works
150 days
Taranagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Executive Engineer/MD RISL
₹2.9 L
Yes
26 May 2026
19 May 2026
22 May 2026
19 May 2026
22 May 2026
19 May 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 | Item Code |
|---|---|---|---|---|---|---|
| 1PART-A DISMANTLING & EARTH WORK | ||||||
| 1.01 | 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 | 515 | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | 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 | 405 | Cum | 69 | ₹27,945 | BI01010001010000000000000515BI0100001114 |
| 1.03 | Dismantling 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. Cement mortar | 345 | Cum | 155 | ₹53,475 | BI01010001010000000000000515BI0100001115 |
| 1.04 | 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 | 0.37 | Hect. | 10,374 | ₹3,838.38 | BI01010001010000000000000515BI0100001116 |
| 1.05 | 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 | 1,350 | Cum | 33 | ₹44,550 | BI01010001010000000000000515BI0100001117 |
| 1.06 | 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 | 1,350 | Cum | 25 | ₹33,750 | BI01010001010000000000000515BI0100001118 |
| 2PART-B SUB BASE, BASE COURSE & CC WORK | ||||||
| 2.01 | 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 III Material | 1,629.42 | Cum | 1,375 | ₹22,40,452.5 | BI01010001010000000000000515BI0100001120 |
| 2.02 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate By Manual Means | 744.9 | Cum | 1,212 | ₹9,02,818.8 | BI01010001010000000000000515BI0100001121 |
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