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Tender Value
₹2.1 Cr
EMD Value
₹4.2 L
Closing Date
16 Jun 2026, 5:30 pm
Chief Construction Engineer, R.W.Circle, BAM,
O/O Chief Construction Engineer, RWC, BAM Near Income Tax Office Ambapua-11
L031-RD Road to Lengirimunda via Padama-II
2026_CERWI_148201_5
Online Tender/06-2026-27/PMGSY/BPR
National Competitive Bid
Civil Works - Roads
270 days
Phulbani
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹4.2 L
6 Jun 2026
6 Jun 2026
17 Jun 2026
6 Jun 2026
16 Jun 2026
6 Jun 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 |
|---|---|---|---|---|---|---|
| 1 | B.T.ROAD
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD technical specification cluase 201.1. & direction of Engineer-in-charge (by manual means). | 6,492 | Sqm | 8.63 | ₹56,025.96 | 1 |
| 2 | Construction of embankment with approved material obtained from borrow pits with all leads and lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 by mechanical means as per Technical Specification Clause 301.5 and as per the direction of the Engineer in charge. | 5,437.76 | Cum | 254.47 | ₹13,83,746.79 | 2 |
| 3 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 and as per the direction of the Engineer in charge. | 5,130.95 | Cum | 50.46 | ₹2,58,907.74 | 3 |
| 4 | Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 and as per the direction of the Engineer in charge. | 417.29 | Cum | 424.34 | ₹1,77,072.84 | 4 |
| 5 | Excavation for roadway in hard rock (requiring blasting) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 and as per the direction of the Engineer in charge. | 1,251.87 | Cum | 161.44 | ₹2,02,101.89 | 5 |
| 6 | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5m and lead upto 20 m as per Clause 1603.2 and as per the direction of the Engineer in charge. | 6,676.63 | Cum | 86.12 | ₹5,74,991.38 | 6 |
| 7 | Fillling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 & as per direction of Engineer in charge | 12 | Cum | 1,257.78 | ₹15,093.36 | 7 |
| 8 | Providing & laying Plain Cement Concrete M-15 equivalent to Nominal Mix (1:2.5:5)in open foundation as per drawings & Technical Specification clauses 802,803,1202 & 1203 of MORD and as per direction of Engineer-In-Charge. | 12 | Cum | 6,169.24 | ₹74,030.88 | 8 |
| 9Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, sand & moorum admixture to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD by Mechanical means and as per direction of Engineer-In-Charge. | ||||||
| 9.1 | Grading No.-II | 465.6 | Cum | 3,681.15 | ₹17,13,943.44 | 10 |
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