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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.0 LAdmitted-Fee/PreQual/Technical/Finance | +0.00% | ₹5.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L1₹5.0 LAdmitted-Fee/PreQual/Technical/Finance AT PO ADIPUR P S BUGUDA DIST GANJAM 761118 ODISHA | GANJAM | ODISHA | 761118 | +0.00% | ₹5.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹5.0 L
EMD Value
₹5,041
Closing Date
21 Jul 2026, 5:00 pmClosed
Divisional Officer
RURAL WORKS DIVISION, JHARSUGUDA
Special Repair of Panchgaon to Bijapali road Ch. from 0/000 to 0/710Km in the district of Jharsuguda for the year 2026-27.
2026_CERWI_135779_1
Online SEJSG 08 of 2026-27
Open Tender
Civil Works - Roads
Percentage
60 days
Jharsuguda
2 documents required · 2 mandatory
₹4,000
₹5,041
Yes
27 Jul 2026
14 Jul 2026
22 Jul 2026
14 Jul 2026
21 Jul 2026
14 Jul 2026
14 Jul 2026 - 18 Jul 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 | Excavation for road work in soil with hydraulic excavatoe of 0.9 cum boket 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 all lifts & leads up to 1000m as per approved drawing & techincal specification and as per clause 304 | 33.75 | cum | 74.85 | ₹2,526.19 |
| 2 | Filling in foundation and plinth including quarring ,collecting, conveying, supplying sand and watering incuding cost conveyance roylaties taxes of all materials and labour etc complete as per direcation by the Engineer-in-Charge. | 15.65 | cum | 1,144.89 | ₹17,917.53 |
| 3 | Plain cement comcrete M-15 grade in foundation complete as per drawing and technical specificaation etc complete as per direction by the Engineer-in-charge, | 15.23 | cum | 6,376.98 | ₹97,121.41 |
| 4 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a preparaed sub base with 43 grade cement @ 400 kg per cum (3 30) coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site laid with a fixed form or slip form paver, spread, compacted and finished ia a continuous operation including provision of contraction expansion | 11.25 | cum | 7,600.15 | ₹85,501.69 |
| 5 | Earth work in excavation of foundation in hard soil with all leads and lifts including dressing and levelling the bed and depositing the excavated materials at places away from site with all leads including cost of labour and T&P required for the work etc complete as per the direction of the Engineer - in - charge. | 43.65 | cum | 282.88 | ₹12,347.71 |
| 6 | Unit cost of NP3 hume pipes including cost of labour for laying hume pipe (1000 mm dia) | 7.5 | rm | 6,838.7 | ₹51,290.25 |
| 7 | Plain cement comcrete M-15 grade in foundation complete as per drawing and technical specificaation etc complete as per direction by the Engineer-in-charge, | 30.25 | cum | 6,519.01 | ₹1,97,200.05 |
| 8 | Providing cement concrete M-25 with and down grade of crusher broken hard granite chips of approved quality from approved quarry for cement concrete works including machine mixing hoisting, lowering & laying in position in layers with proper packing & ramming by means of vibrator to proper slope & level including curing with cost, conveyance, royalty of all materials required for the work including running & hire charges of machineries required for the work including from work and all labour for the work complete in all respect as per direction of the Engineer-in-charge. | 3 | cum | 8,728.1 | ₹26,184.3 |
| 9 | Supplying, fitting and placing uncotated HYSD bar reinforcement as per draawing and technical specification etc completed as per direction by the Engineer-in-chaarge. | 1.5 | qtl | 9,323.53 | ₹13,985.3 |
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