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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹45.1 LAdmitted-Finance DHARMAPADA DAS B CLASS DIPLOMA ENGG CONTRACTOR | PALAKKAD | KERALA | 678001 | -31.00% | ₹45.1 L | L1 | Admitted-Finance |
| 2 | L2₹45.3 L+₹19,617.50 (0.43%)Admitted-Finance | -30.70% | ₹45.3 L+₹19,617.50 (0.43%) | L2 | Admitted-Finance |
| 3 | L3₹46.1 L+₹98,087.51 (2.17%)Admitted-Finance | -29.50% | ₹46.1 L+₹98,087.51 (2.17%) | L3 | Admitted-Finance |
| 4 | L4₹46.4 L+₹1.2 L (2.75%)Admitted-Finance | -29.10% | ₹46.4 L+₹1.2 L (2.75%) | L4 | Admitted-Finance |
| 5 | L5₹47.4 L+₹2.2 L (4.99%)Admitted-Finance AT PO KALYANI NAGAR DIST CUTTACK 753013 | CUTTACK | CUTTACK | ODISHA | 753013 | -27.56% | ₹47.4 L+₹2.2 L (4.99%) | L5 | Admitted-Finance |
Tender Value
₹65.4 L
EMD Value
₹65,400
Closing Date
18 Aug 2026, 5:30 pmClosed
Superintending Engineer
O/O the Superintending Engineer, MND-I, Jagatpur
Improvement to Chitrotpala left embankment from Benirampur Narayani temple to Narendrapur H.L Bridge for the year 2026-27
2026_CELBB_137951_8
MND-02/2026-27
National Competitive Bid
Civil Works - Others
Percentage
120 days
PUNDALO
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹65,400
Yes
7 Sept 2026
4 Aug 2026
19 Aug 2026
4 Aug 2026
18 Aug 2026
4 Aug 2026
4 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 shrub jungles including uprooting stumps ,small bushes and trees below 1M Girth on pre-measurement etc complete as per direction of the Engineer-in-Charge. | 14,000 | 100 Sqm | 27 | ₹3,78,000 |
| 2 | Earth work in all kind of soil by mechanical means with all leads, lifts & delifts including loading into transportation vehicles and unloading from transported vehicles & depositing the same on properly prepared and scientifically approved surface including rough dressing & breaking clods to a maximum 5cm to 7cm in size and laying in layers not exceeding 0.30m in depth & levelling the earthen embankments for all heights etc. complete as per direction of Engineer-in-charge. (Earth will be arranged by contractor at his own risk & payment will be made in level section.) | 14,727 | One cum | 269.1 | ₹39,63,035.7 |
| 3 | Earth work in excavation of all kinds of soil including dressing and leveling the bed and depositing the excavated soil clear of work site with all leads, lifts, delifts including removing bushes, stumps and any other foreign materials from the working area as well as from the foundation trenches with cost of all labour, labour welfare cess etc. complete in all respects as per specification and direction of the Engineer-In-Charge. | 1,540 | 100 cum | 17,543.3 | ₹2,70,16,682 |
| 4 | Collecting & supplying sand and moorum and laying in sub-base in layers after admixing sand and moorum in (40:60) proportion not exceeding 100mm thick watering and compaction to required density by PRR including cost, carriage and royalty of sand & moorum with hire and running charges of PRR etc. complete as per direction of the Engineer-in-charge. | 300 | One cum | 1,777.7 | ₹5,33,310 |
| 5 | Collecting supplying and stacking at work site crusher broken hard granite metal 63mm to 45mm size confirming to I.R.C Grade-II metal in box heaps of size 1.50 m X 1.50 M X 0.50 M to be measured as One Cum and conveying from stacks and spreading 0.91 Cum metal on road surface on patch or pothole including filling the interstices with 0.22 Cum of moorum per each 10 Sqm road surface to provide 75mm thick compacted WBM road surface including providing necessary camber, watering & rolling by P.R.R with cost, conveyance, royality and taxes of al materials etc.complete as per the direction of the Engineer-in-Charge. | 150 | One cum | 3,906 | ₹5,85,900 |
| 6 | Providing, laying, spreading and compacting stone aggregates of IRC Gr-III of size 53mm to 22.40mm to WBM specification including spreading in uniform thickness, hand packing of 0.91 cum. of stone aggregates & 0.24 cum of stone screened dust per 10sqm and compacting by PRR to achieve compacted thickness of 75mm with proper camber, applying, booming stone screened dust of binding materials to fill up interstices of coarse aggregates, watering and compacting to the required density complete including cost, conveyance, royalty, taxes of all materials hire & running charges of PRR and all other T & P, labour etc.complete as per the direction of the Engineer-in-Charge. | 150 | One cum | 3,990.7 | ₹5,98,605 |
| 7 | Collecting and supplying moorum and laying in sub-base in layers not exceeding 100mm watering and compaction to required density including cost, carriage, royalty with EMF,DMF,Additional Charges of moorum with cost of labour and all taxes etc complete as per direction of the Engineer-in-charge. | 100 | One cum | 1,740 | ₹1,74,000 |
| 13 | Fine dressing and turfing of slopes of canal bank with compact dub grass with one extra lead & lift including cost, carriage, all labour, T&P etc complete as per the direction of the Engineer-in-charge | 14,230.65 | 100 Sqm | 2,883.7 | ₹4,10,36,925.4 |
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