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Tender Value
₹2.7 Cr
EMD Value
₹5.4 L
Closing Date
13 Aug 2026, 5:00 pm
Chief Construction Engineer, R.W. Circle, Keonjhar
O/o C.C.E., R.W. Circle, Keonjhar
Construction and maintenance of road from L155-Jamudiha to Bali under PMGSY-IV Batch-I for the Package No.OR-17-687 in the District of Keonjhar.
2026_CERWI_148774_1
NCB-11/RWCKJR/2026-27
National Competitive Bid
Civil Works - Roads
Percentage
270 days
Keonjhar
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹5.4 L
O/o C.C.E., R.W. Circle, Keonjhar
24 Jul 2026
24 Jul 2026
14 Aug 2026
24 Jul 2026
13 Aug 2026
24 Jul 2026
24 Jul 2026 - 12 Aug 2026
10 Aug 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 |
|---|---|---|---|---|---|
| 1 | Clearing grass and removal of rubbish on both side of the road to facilitate widening of berms ,disposal of the stuff including all labour, T&P articles required for the work etc. complete as per cluse 201 of MORD by manual means etc. complete as per direction of the Engineer-in-charge | - | Sqm | 2.29 | - |
| 2Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking theunserviceable material with all lifts and lead of 1000m as per clause202.1of MORD specification for Rural roads & as per direction of the Engineer-in-charge.. | |||||
| 2.01 | cement concrete | - | Cum | 662.19 | - |
| 2.02 | Rainforced cement concrete | - | Cum | 1,830.37 | - |
| 2.03 | Above 600 mm dia to 900 mm dia | - | Rmt | 401.95 | - |
| 2.04 | Above 900mm dia | - | Rmt | 688.19 | - |
| 3 | Construction of embankment/Sub grade/ earthen shoulder with approved material obtained from borrow pit with lift up to 1.5 m transporting to sites, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Clause 301.5 of MoRD specification for rural roads & as per direction of the Engineer-in-Charge. | - | Cum | 255.6 | - |
| 4 | Excavation of road way in soil with hyudrulic excavatir if 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requiremetns of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m. and lead upto 1000m. as per Technical Specification Clause 302.3 of MORD.and as per the direction of the Engineer-in-charge | - | Cum | 57.92 | - |
| 5 | 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 | - | Cum | 472.97 | - |
| 6 | Excavation for roadwork 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 all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 and as per the direction of the Engineer-in-charge
Excavation in Hard Rock (Requiring blasting) | - | Cum | 210.11 | - |
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