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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹93.1 LAccepted-AOC BLOCK ROAD NEAR CHOTI MASJID MILLAT COLONY KANKE RANCHI 6 | ₹93.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹97.6 LRejected-Finance | ₹97.6 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical ADD 1ST FLOOR NORTH MARKET ROAD UPPER BAZAR RANCHI 834001 | RANCHI | JHARKHAND | 834001 | - | - | Rejected-Technical Technically disqualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Disqualified |
Tender Value
₹98.5 L
EMD Value
₹2.0 L
Closing Date
22 Jun 2026, 2:00 pmClosed
Director,works and Plant
Directorate of Works and Plant, BAU
Construction of Protection Wall with G.I. Chain Link Fencing for East Side in the Campus of Zonal Research Station, Darisai under BAU, Kanke, Ranchi.
2026_BAU_114878_4
124 Dated 04.06.2026
Open Tender
Civil Works
Works
180 days
BAU, Kanke
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹2.0 L
9 Jul 2026
8 Jun 2026
23 Jun 2026
8 Jun 2026
22 Jun 2026
8 Jun 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 | Making 30cm ('12') dia bore upto 4 M depth below ground with hand auger of approved quality in ordinary soil ( vide classification of soil. item- A) true to plumb and without eccentricity in any stage of operation and disposal of the excavated earth upto 50 M. lead including all lifts, all complete as per approved design and directron of E/I. | - | Mtr | 207.55 | - |
| 2 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. | - | m3 | 151.82 | - |
| 3 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). | - | m3 | 589.51 | - |
| 4 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | - | m2 | 356.52 | - |
| 5 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) | - | Cum | 6,082.45 | - |
| 6 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | - | CUM | 6,308.87 | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | Sqm | 363.97 | - |
| 8 | Columns, Pillars, Piers, Abutments, Posts and Struts | - | Sqm | 465.38 | - |
| 9 | Providing designation 75 A brick work in C.M. (1: 6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. | - | CUM | 5,573.67 | - |
| 10 | Providing Tor steel reinforcement of 8mm. dia rods as per approved design and drawing -do- -do- TMT Fe 500 (Only valid for SAIL & TATA Steel, JSPL, and Vizag Steel) | - | M.T | 83,314.02 | - |
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