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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC | L1 | Accepted-AOC Qualified |
Tender Value
₹6.9 L
EMD Value
₹6,945
Closing Date
18 Apr 2026, 5:30 pmClosed
COMMISSIONER OF UJJAIN MUNICIPAL CORPORATION
CCHATRAPATI SHIVAJI BHAWAN, AGAR ROAD UJJAIN
CONSTRUCTION OF CC ROAD AND DRAIN BEHIND THE MULTI-STOREY BUILDING OF BHAIRAVGARH POLICE STATION UNDER WARD NO. 01
2026_UAD_474558_3
189/ZONE1/E-TENDER/202
Open Tender
Civil Works - Others
Percentage
60 days
MULTI-STOREY BUILDING OF BHAIRAVGARH POLICE STATIO
PLEASE REFER TENDER DOCUMENT
4 documents required · 4 mandatory
₹2,000
₹6,945
24 Jun 2026
3 Apr 2026
21 Apr 2026
3 Apr 2026
18 Apr 2026
3 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 |
|---|---|---|---|---|---|
| 1 | EXCAVATION FOR ROADWAY IN SOIL BY MANUAL MEANS INCLUDING LOADING IN TIPPERS AND DISPOSAL WITH ALL LIFTS AND LEAD UPTO 1000 METERS AN D AS PER RELEVANT CLAUSES OF SECTION-300. | - | M3 | - | - |
| 2 | CONSTRUCTION OF EMBANKMENT/SUB GRADE/ EARTH SHOULDERS, AS PER CLAUSE 305 & ITS SUB- CLAUSES, WHERE REQUIRED BUT WITH APPROVED MATERI ALS/ SOIL LIKE MORRUM CBR VALUE NOT LESS THEN 7% I/C ALL LEAD & LIFTS I/C EXCAVATION, COST OF WATERING, COMPACTION BY VIBRATORY ROLLE R/ HEAVY PNEUMATIC TYPE ROLLER AND MAINTENANCE OF SURFACE DURING CONSTRUCTION TO ENSURE SHEDDING & PREVENTING PONDING OF WATER (CLAU SE 305.3.6) SHAPING & DRESSING (CLAUSE 305.3.7), FINISHING ETC. COMPLETE BUT EXCLUDING SCARIFYING EXISTING GRANULAR/BITUMINOUS | - | M3 | - | - |
| 3 | CONSTRUCTION OF GRANULAR SUB-BASE BY PROVIDING COARSE GRADED MATERIAL (CBR>30), SPREADING IN UNIFORM LAYERS WITH MOTOR GRADER ON PR EPARED SURFACE, MIXING BY MIX IN PLACE METHOD AT OMC AND COMPACTING WITH VIBRATORY ROLLER OF 80-100 KN STATIC WEIGHT TO ACHIEVE THE DESIRED DENSITY, COMPLETE IN ALL RESPECT AS PER RELEVANT CLAUSES OF | - | M3 | - | - |
| 4 | CONSTRUCTION OF DRY LEAN CEMENT CONCRETE SUB-BASE OVER A PREPARED SUB GRADE WITH COARSE AND FINE AGGREGATE CONFORMING TO IS: 383, T HE SIZE OF COARSE AGGREGATE NOT EXCEEDING 26.5MM, AGGREGATE CEMENT RATIO NOT TO EXCEED 15:1, AGGREGATE GRADATION AFTER BLENDING TO B E AS PER MORTH SPECIFICATIONS TABLE 600-1, CEMENT CONTENT NOT TO BE LESS THAN 150 KG/CUM, OPTIMUM MOISTURE CONTENT TO BE DETERMINED DURING TRIAL LENGTH CONSTRUCTION, CONCRETE STRENGTH NOT TO BE LESS THAN 10 MPA AT 7 DAYS, MIXED IN A BATCHING PLANT, TRANSPORTED TO SITE, LAID WITH PAVER WITH ELECTRONIC SENSOR/ MECHANICAL PAVER, COMPACTING WITH 8-10 TONNES VIBRATORY ROLLER, FINISHING AND CURING AN D AS PER | - | M3 | - | - |
| 5 | PROVIDING AND LAYING CEMENT CONCRETE GRADE M-20 (NOMINAL MIX 1:1.5:3) WITH 20 MM GRADED CRUSHED STONE AGGREGATE, MIXING SHALL BE IN MECHANICAL MIXER, LAYING WITH PAVER COMPACTING BY USE OF PIN, PLATE / SCREED VIBRATORS INCLUDING FORM WORK BY STRONG STEEL GIRDERS FIXED BY SPIKES, SEPARATION MEMBRANE 125 MICRON THICK, I/C CUTTING OF JOINTS @ 4 TO 5 M INTERVAL & FILLING IT WITH HOT APPLIED BITUM INOUS SEALANT (WITHOUT DOWEL BARS). (MAX. | - | M3 | - | - |
| 6 | exvation work with 05KM Extra lead | - | M3 | - | - |
| 7 | MOORUM/HARD COPRA- "SUPPLYING AND FILLING IN PLINTH UNDER FLOORS INCLUDING, WATERING, RAMMING CONSOLIDATING AND DRESSING COMPLETE." | 1 | M3 | - | - |
| 8 | CEMENT CONCRETE GRADE M-10 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE- PROVIDING AND LAYING IN POSITION CEMENT CONCRETE OF SPECIFIED GRADE EXCLUDING THE COST OF CENTERING AND SHUTTERING ALL WORK UP | 1 | M3 | - | - |
| 9 | CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE.- "PROVIDING AND LAYING IN POSITION SPECIFIED GRA DE OF REINFORCED CEMENT CONCRETE EXCLUDING THE COST OF CENTERING, SHUTTERING, FINISHING AND REINFORCEMENT - ALL WORK UP TO PLINTH LE | 1 | M3 | - | - |
| 10 | WALLS (ANY THICKNESS) INCLUDING ATTACHED PILASTERS, BUTTERESSES, PLINTH AND STRING COURSES ETC"- "CENTERING AND SHUTTERING INCLUDING STRUTTING, PROPPING STRETCHING ETC. COMPLETE FOR AND REMOVAL OF FORM WORK BY SHEET PLATE OR PLY | - | M2 | - | - |
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