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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC L-1 |
| 2 | L2₹1.2 Cr+₹7.0 L (6.07%)Rejected-Finance AT KAUSHALYA SADAN CIRCULAR ROAD BARMASIYA DISTRICT DEOGHAR | ₹1.2 Cr+₹7.0 L (6.07%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.3 Cr+₹12.4 L (10.8%)Rejected-Finance | ₹1.3 Cr+₹12.4 L (10.8%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.3 Cr+₹17.6 L (15.2%)Rejected-Finance AASHIYANA GARDEN PHASE 4 CHIRA CHAS BOKARO JHARKHAND | BOKARO | BOKARO | JHARKHAND | ₹1.3 Cr+₹17.6 L (15.2%) | L4 | Rejected-Finance L4 |
| 5 | L5₹1.4 Cr+₹20.1 L (17.4%)Rejected-Finance GRAM CHANDA ICHAK HAZARIBAGH | HAZARIBAGH | JHARKHAND | 825301 | ₹1.4 Cr+₹20.1 L (17.4%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/S AKASH MISHRA L12 | Raj Enetrprises L11 | LALAN KUMAR L10 | B.P.ENTERPRISES L13 | M/S SARVODAYA CONSTRUCTION L4 | DHANANJAY KUMAR SINGH L6 | LALITA ENTERPRISES L1 | BINOD PRASAD NAYAK L9 | VIKASH KUMAR SINGH L2 | VERMA ENTERPRISES L8 | M/s J P RAI L3 | DEEPAK KUMAR L5 | ARUN KUMAR SINGH L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead | 676.03 | sqm | 215.05 ₹1,45,380.47 | 212 ₹1,43,318.57 | 80 ₹54,082.48 | 200 ₹1,35,206.2 | 162.86 ₹1,10,098.41 | 168.19 ₹1,13,701.65 | 35 ₹23,661.09 | 20 ₹13,520.62 Lowest | 550 ₹3,71,817.05 | 172.86 ₹1,16,858.72 | 156.54 ₹1,05,825.89 | 270 ₹1,82,528.37 | 169.36 ₹1,14,492.61 |
| 2.00 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.
For thickness of tiles 10 mm to 25 mm | 775.38 | sqm | 59.24 ₹45,933.27 | 58.4 ₹45,281.96 | 85 ₹65,906.96 | 400 ₹3,10,150.4 | 44.87 ₹34,791.12 | 46.33 ₹35,923.17 | 35 ₹27,138.16 | 60 ₹46,522.56 | 25 ₹19,384.4 Lowest | 47.62 ₹36,923.41 | 43.12 ₹33,434.21 | 112 ₹86,842.11 | 46.66 ₹36,179.04 |
| 3.00 | Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of E/I. | 61.39 | cum | 150.15 ₹9,217.41 | 148.02 ₹9,086.65 | 151 ₹9,269.59 | 2,500 ₹1,53,470 | 113.71 ₹6,980.43 | 117.43 ₹7,208.79 | 100 ₹6,138.8 | 152 ₹9,330.98 | 60 ₹3,683.28 Lowest | 120.7 ₹7,409.53 | 109.3 ₹6,709.71 | 205 ₹12,584.54 | 118.25 ₹7,259.13 |
| 4.00 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) | 19.47 | cum | 15.34 ₹298.65 | 15.12 ₹294.37 | 50 ₹973.45 | 200 ₹3,893.8 | 11.62 ₹226.23 | 12 ₹233.63 | 10.5 ₹204.42 | 20 ₹389.38 | 10 ₹194.69 Lowest | 12.33 ₹240.05 | 11.17 ₹217.47 | 68 ₹1,323.89 | 12.08 ₹235.19 |
| 5.00 | Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). | 31.91 | cum | 54.67 ₹1,744.57 | 53.9 ₹1,720 | 50 ₹1,595.55 | 1,500 ₹47,866.5 | 41.4 ₹1,321.12 | 42.76 ₹1,364.51 | 40 ₹1,276.44 | 60 ₹1,914.66 | 35 ₹1,116.89 Lowest | 43.95 ₹1,402.49 | 39.8 ₹1,270.06 | 110 ₹3,510.21 | 43.06 ₹1,374.09 |
| 6.00 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. | 13.5 | M3 | 1,421.79 ₹19,194.17 | 1,401.66 ₹18,922.41 | 750 ₹10,125 | 2,500 ₹33,750 | 1,076.76 ₹14,536.26 | 1,111.98 ₹15,011.73 | 80 ₹1,080 Lowest | 1,200 ₹16,200 | 2,000 ₹27,000 | 1,142.89 ₹15,429.02 | 1,034.93 ₹13,971.56 | 1,500 ₹20,250 | 1,119.75 ₹15,116.63 |
| 7.00 | Providing coarse clean sand in filling in foundation trenches or plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts includng cost of all materials, Labour, rotalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume). | 1.47 | cum | 583.03 ₹859.39 | 574.77 ₹847.21 | 400 ₹589.6 | 2,500 ₹3,685 | 441.54 ₹650.83 | 455.99 ₹672.13 | 90 ₹132.66 Lowest | 590 ₹869.66 | 450 ₹663.3 | 468.66 ₹690.8 | 424.39 ₹625.55 | 650 ₹958.1 | 459.17 ₹676.82 |
| 8.00 | Providing designation 75A brick work in C.M (1: 6) in foundation and plinth 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 , curring , taxes and royalty all complete as per builiding specification and direction of E/I. | 1.29 | Cum | 5,380.01 ₹6,918.69 | 5,303.85 ₹6,820.75 | 4,500 ₹5,787 | 4,800 ₹6,172.8 | 4,074.45 ₹5,239.74 | 4,207.72 ₹5,411.13 | 4,200 ₹5,401.2 | 5,500 ₹7,073 | 4,500 ₹5,787 | 4,324.68 ₹5,561.54 | 3,916.15 ₹5,036.17 Lowest | 5,800 ₹7,458.8 | 4,237.1 ₹5,448.91 |
| 9.00 | Providing designation 75B work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.m. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials ranking out joints to 15mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. | 1 | cum | 5,054.05 ₹5,079.32 | 4,982.5 ₹5,007.41 | 4,500 ₹4,522.5 | 5,100 ₹5,125.5 | 3,827.58 ₹3,846.72 | 3,952.79 ₹3,972.55 | 3,900 ₹3,919.5 | 5,100 ₹5,125.5 | 4,500 ₹4,522.5 | 4,062.66 ₹4,082.97 | 3,678.88 ₹3,697.27 Lowest | 5,200 ₹5,226 | 3,980.38 ₹4,000.28 |
| 10.00 | Providing designation 75 B 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. | 3.31 | cu.m | 5,186.4 ₹17,156.61 | 5,112.98 ₹16,913.74 | 4,600 ₹15,216.8 | 5,200 ₹17,201.6 | 3,927.82 ₹12,993.23 | 4,056.3 ₹13,418.24 | 4,000 ₹13,232 | 5,200 ₹17,201.6 | 4,200 ₹13,893.6 | 4,169.04 ₹13,791.18 | 3,775.21 ₹12,488.39 Lowest | 5,300 ₹17,532.4 | 4,084.61 ₹13,511.89 |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
23 Sept 2025, 11:00 amClosed
E.E., BCD, Building Division, Bokaro
E.E., BCD, Building Division, Bokaro
Repair and Renovation of Sub Divisional Hospital at Bermo, Phusro, Dist Bokaro, Jharkhand
2025_BCD_104735_1
04/2025-26/EE/BCD/BOKARO
Open Tender
Civil Works - Buildings
Works
180 days
Bokaro
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹3.6 L
18 Jun 2026
10 Sept 2025
24 Sept 2025
10 Sept 2025
23 Sept 2025
10 Sept 2025
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