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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹55.3 LAccepted-AOC | ₹55.3 L | L1 | Accepted-AOC L-1 |
| 2 | L2₹55.6 L+₹26,694.68 (0.48%)Rejected-Finance AT ANAND VIHAR KADRU PO DORANDA PS ARGORA RANCHI 834002 | RANCHI | JHARKHAND | 834002 | ₹55.6 L+₹26,694.68 (0.48%) | L2 | Rejected-Finance L2 |
| 3 | L3₹57.9 L+₹2.6 L (4.69%)Rejected-Finance | ₹57.9 L+₹2.6 L (4.69%) | L3 | Rejected-Finance L3 |
| 4 | L4₹58.6 L+₹3.3 L (5.92%)Rejected-Finance | ₹58.6 L+₹3.3 L (5.92%) | L4 | Rejected-Finance L4 |
| 5 | L5₹62.2 L+₹6.9 L (12.4%)Rejected-Finance NAGAR UTARI GARHWA | ₹62.2 L+₹6.9 L (12.4%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | Chandrakant kumar L2 | M/S NAV NIRMAN CONSTRUCTION L1 | VIJAY KUMAR SINGH L4 | SAMSUL HODA L5 | M/S WAHADAR CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation in foundation trenches in Hard soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50 M. including all lifts, leveling, ramming the foundation trenches, removing roots of trees,, shrubs all complete as per approved design, building specification and direction of E/I.
Extra for earthwork in herd soil es per specificatlon and directian of E/I(Vide cleseitfioetion of soil item_B) | 138.77 | Cum. | 142.23 ₹19,736.83 | 141.38 ₹19,618.88 Lowest | 149.74 ₹20,778.97 | 150 ₹20,815.05 | 148 ₹20,537.52 |
| 2.00 | Filling in foundation trenches and plenth in layers not exceeding 150 mm. thick well watered ,rammed ,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume). | 104.14 | cum | 46.99 ₹4,893.4 | 46.71 ₹4,864.24 | 49.47 ₹5,151.66 | 45 ₹4,686.17 Lowest | 48.9 ₹5,092.3 |
| 3.00 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering texes royalty all complete as per building specification and direction of E/I. | 80.46 | Sqm. | 303.04 ₹24,381.39 | 301.22 ₹24,234.96 Lowest | 319.05 ₹25,669.49 | 335 ₹26,952.76 | 315.34 ₹25,371 |
| 4.00 | Providing coarse clean sand in filling in foundation trenches or in plinth & floor including ramming & 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). | 37.23 | CUM | 501.08 ₹18,655.71 | 498.08 ₹18,544.02 Lowest | 527.55 ₹19,641.21 | 560 ₹20,849.36 | 521.42 ₹19,412.99 |
| 5.00 | Providing and laying in position cement concrete of specified grade |excluding the cost of centering and shutfering All work up to plinth level:1:2:4 (1 cement: 2 coarse sand (zone-1) :4 graded stone aggregate 20 mm nominal size) | 21.63 | CUM | 3,908.5 ₹84,548.67 | 3,885.04 ₹84,041.19 Lowest | 4,114.96 ₹89,014.81 | 4,560 ₹98,641.92 | 4,067.13 ₹87,980.16 |
| 6.00 | Providing and laying in positionspecified grade of reinforaed cement concrete, excluding the cost of centering, shutterhe. finishing and reinforcement- All work upto plinth level.
1.5:3 (1 cement: 1.5 course sand (zone-1): 3 graded stone geregate 20 mm nominal size) | 34.65 | Cum. | 4,435.3 ₹1,53,683.15 | 4,408.69 ₹1,52,761.11 Lowest | 4,669.59 ₹1,61,801.29 | 5,140 ₹1,78,101 | 4,615.32 ₹1,59,920.84 |
| 7.00Reinforded cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajas, 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 1:15:3 cement: 1.5 coarsesand(zone-l):3 graded stone aggregate 20 mm nominal size). | ||||||||
| 7.01 | Reinforced cement concrete work in wals (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets column 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 cement: 1.5 coarse sand (zone-l):3 graded stone ag8regate 20 mmnominalsize) | 1.62 | Cum. | 5,170.08 ₹8,375.53 | 5,139.06 ₹8,325.28 Lowest | 5,443.18 ₹8,817.95 | 6,020 ₹9,752.4 | 5,379.93 ₹8,715.49 |
| 8.00 | Centring and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete. | 54.46 | Sqm. | 165.33 ₹9,004.04 | 164.33 ₹8,949.58 | 174.06 ₹9,479.48 | 160 ₹8,713.76 Lowest | 172.04 ₹9,369.47 |
| 9.00 | Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers. | 72.93 | Sqm. | 309.37 ₹22,563.28 | 307.52 ₹22,428.36 Lowest | 325.72 ₹23,755.74 | 320 ₹23,338.56 | 321.93 ₹23,479.32 |
Tender Value
₹65.5 L
EMD Value
₹1.3 L
Closing Date
25 Mar 2026, 3:00 pmClosed
E.E., BCD, Building Division, Ramgarh
E.E., BCD, Building Division, Ramgarh
Construction of a Well-Organized Hospital Canteen to the Left of the Main Entrance Gate of Sadar Hospital, Ramgarh
2026_BCD_111777_1
BCD/EE/RAMGARH/38/2025-26
Open Tender
Civil Works - Buildings
Works
180 days
Ramgarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.3 L
25 Aug 2026
18 Mar 2026
27 Mar 2026
18 Mar 2026
25 Mar 2026
18 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation in foundation trenches in Hard soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50 M. including all lifts, leveling, ramming the foundation trenches, removing roots of trees,, shrubs all complete as per approved design, building specification and direction of E/I.
Extra for earthwork in herd soil es per specificatlon and directian of E/I(Vide cleseitfioetion of soil item_B) | 0.8 | Cum. | - | - |
| 2 | Filling in foundation trenches and plenth in layers not exceeding 150 mm. thick well watered ,rammed ,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume). | 0.8 | cum | - | - |
| 3 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering texes royalty all complete as per building specification and direction of E/I. | 0.4 | Sqm. | - | - |
| 4 | Providing coarse clean sand in filling in foundation trenches or in plinth & floor including ramming & 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). | - | CUM | - | - |
| 5 | Providing and laying in position cement concrete of specified grade |excluding the cost of centering and shutfering All work up to plinth level:1:2:4 (1 cement: 2 coarse sand (zone-1) :4 graded stone aggregate 20 mm nominal size) | - | CUM | - | - |
| 6 | Providing and laying in positionspecified grade of reinforaed cement concrete, excluding the cost of centering, shutterhe. finishing and reinforcement- All work upto plinth level.
1.5:3 (1 cement: 1.5 course sand (zone-1): 3 graded stone geregate 20 mm nominal size) | 1 | Cum. | - | - |
| - | Reinforded cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajas, 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 1:15:3 cement: 1.5 coarsesand(zone-l):3 graded stone aggregate 20 mm nominal size). | - | - | - | - |
| - | Reinforced cement concrete work in wals (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets column 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 cement: 1.5 coarse sand (zone-l):3 graded stone ag8regate 20 mmnominalsize) | - | Cum. | - | - |
| 8 | Centring and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete. | 1 | Sqm. | - | - |
| 9 | Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers. | 0.2 | Sqm. | - | - |
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