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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹34.0 LAdmitted-Fee/PreQual/Technical/Finance | -16.00% | ₹34.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹36.2 L+₹2.2 L (6.55%)Admitted-Fee/PreQual/Technical/Finance AT DAHIKHIA PO PS KAKATPUR DIST PURI | -10.50% | ₹36.2 L+₹2.2 L (6.55%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹40.1 L+₹6.1 L (17.9%)Admitted-Fee/PreQual/Technical/Finance | -1.00% | ₹40.1 L+₹6.1 L (17.9%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹40.5 L+₹6.5 L (19.0%)Admitted-Fee/PreQual/Technical/Finance | +0.00% | ₹40.5 L+₹6.5 L (19.0%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹40.5 L
EMD Value
₹40,500
Closing Date
18 Apr 2026, 2:30 pmClosed
Executive Engineer,Central Tender Cell
Central Tender Cell, UG Floor, ICOMC Tower, Satya Nagar
Construction of Sanitary Landfill Cell-1 at Bio mining Site, Daruthenga, Bhubaneswar
2026_ORULB_127734_1
BMC-EE-Tender Cell-89/2025-26 dt. 31.03.2026
Open Tender
Civil Works - Others
Percentage
60 days
BMC AREA
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹40,500
Yes
Office chamber of the EE,Central Tender Cell
18 Apr 2026
2 Apr 2026
18 Apr 2026
2 Apr 2026
18 Apr 2026
2 Apr 2026
2 Apr 2026 - 7 Apr 2026
7 Apr 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 |
|---|---|---|---|---|---|
| - | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in charge. pan & vessel within 50mtr initial lead and 1.50mtr initial lift. | - | Cum | - | - |
| - | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift | - | Cum | - | - |
| - | Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and topmost layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift CBHG metal etc. complete. | - | Cum | - | - |
| - | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. materials per table 400-1, spreading in iniform layer and with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achive the desired density complete as per Clause 401 of MoSRT&H specification for road and bridge works. | - | Cum | - | - |
| - | Brick work with common burnt clay machine moulded perforated
modular bricks of class designation 12.5 conforming to IS: 2222 in
exposed brick work including making horizontal and vertical
grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement: 6 coarse sand).
taxes etc.compete of all materials to work site as per specification approved by the department & direction of Engineer in charge. | - | Cum | - | - |
| - | 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived
from natural sources) 18 to 20 gaug | - | Cum | - | - |
| - | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe- 500D or more. road etc.complete. | - | Qntl | - | - |
| - | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same
mortar, with common burnt clay non modular bricks: 1:6 (1cement: 6 coarse sand)
the same after casting etc.complete. | - | Sqm | - | - |
| - | 1:2:4 (1 Cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | - | - |
| - | 1:5:10 (1 cement: 5 coarse sand (zone-IlI) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) | - | Cum | - | - |
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