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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹95.6 LAccepted-AOC | ₹95.6 L | L1 | Accepted-AOC L-1 |
| 2 | L2₹97.1 LRejected-Finance 478 3 834004 | RANCHI | JHARKHAND | 834004 | ₹97.1 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical GARHWA | JHARKHAND | 822112 | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | VISHAKHA SINGH CONSTRUCTION PRIVATE LIMITED L1 | ANIL KUMAR SINGH L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing Grass and Removal of Rubish Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area by manual means | 0.61 | hectare | 19,760.3 ₹12,053.78 | 19,562.7 ₹11,933.25 |
| 2.00 | for Dewatering pump 10H.P water area x depth/8.3m3/hour
(basic rate + 10% C.P + 5% O.H.C) | 3,235.84 | Cum | 175 ₹5.7 L | 185.5 ₹6.0 L |
| 3.00 | E/W in excavation and filling in canal by the hydraulic excavator as per designed section in ordinary soil ( vide classification of soil item-A) and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225 mm layers beyond 500 m and upto 1000 m and all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. | 11,236.89 | Cum | 120 ₹13.5 L | 121.65 ₹13.7 L |
| 4.00 | Extra for earth work in marshy, slushy and daldal soil (vide classification of soil item-F) all complete as per specification and direction of E/I.
30% if item no. 3 | 3,371.07 | m3 | 25 ₹84,276.75 | 28.35 ₹95,569.83 |
| 5.00 | Trimming & dressing the side slope of dam to proper section with all leads and lifts as per drawing, specification and direction of E/I. | 18.12 | per100m2 | 3,500 ₹63,420 | 3,865.72 ₹70,046.85 |
| 6.00 | Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density including sprinkling the required quantity of water making arrangement for supply and carriage of water with all leads and lifts finishing the surface with propoer camber , grade super elevation including hire charge of compaction machine and other tools and plants etc all complete as per direction of E/I. (Mode of measurement sectional measurement of compacted earth.) | 248.65 | m3 | 20 ₹4,973 | 25.49 ₹6,338.09 |
| 7.00 | Providing randam rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. | 515.73 | m3 | 2,520 ₹13.0 L | 2,712.28 ₹14.0 L |
| 8.00 | Providing of weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall all complete as per specification and direction of E/I. | 120 | Nos | 166.46 ₹19,975.20 | 164.8 ₹19,776 |
| 9.00 | Earthwork 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 50 M. including all lifts, levelling, ramming the fouda removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. | 226.69 | Cum | 151.82 ₹34,416.08 | 150.3 ₹34,071.51 |
| 10.00 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. | 226.69 | m3 | 1,458.8 ₹3.3 L | 1,444.21 ₹3.3 L |
Tender Value
₹98.1 L
EMD Value
₹2.0 L
Closing Date
27 Apr 2026, 11:00 amClosed
E.E., BCD, Building Division, Gharwa
E.E., BCD, Building Division, Gharwa
Redevelopment of Pond and Construction of Ghat at Fishery, Bhandariya Under Garhwa District for the Year 2026-27
2026_BCD_113197_1
04/2026-27/EE/BCD/GARHWA
Open Tender
Civil Works - Buildings
180 days
Garhwa
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹2.0 L
30 May 2026
21 Apr 2026
28 Apr 2026
21 Apr 2026
27 Apr 2026
21 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
Clearing Grass and Removal of Rubish Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area by manual means | - | hectare | - | - | BI01010001010000000000000515BI0100001115 | |
for Dewatering pump 10H.P water area x depth/8.3m3/hour
(basic rate + 10% C.P + 5% O.H.C) | - | Cum | - | - | BI01010001010000000000000515BI0100001116 | |
E/W in excavation and filling in canal by the hydraulic excavator as per designed section in ordinary soil ( vide classification of soil item-A) and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225 mm layers beyond 500 m and upto 1000 m and all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. | - | Cum | - | - | BI01010001010000000000000515BI0100001117 | |
Extra for earth work in marshy, slushy and daldal soil (vide classification of soil item-F) all complete as per specification and direction of E/I.
30% if item no. 3 | - | m3 | - | - | BI01010001010000000000000515BI0100001118 | |
Trimming & dressing the side slope of dam to proper section with all leads and lifts as per drawing, specification and direction of E/I. | - | per100m2 | - | - | BI01010001010000000000000515BI0100001119 | |
Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density including sprinkling the required quantity of water making arrangement for supply and carriage of water with all leads and lifts finishing the surface with propoer camber , grade super elevation including hire charge of compaction machine and other tools and plants etc all complete as per direction of E/I. (Mode of measurement sectional measurement of compacted earth.) | - | m3 | - | - | BI01010001010000000000000515BI0100001120 | |
Providing randam rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. | - | m3 | - | - | BI01010001010000000000000515BI0100001121 | |
Providing of weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall all complete as per specification and direction of E/I. | - | Nos | - | - | BI01010001010000000000000515BI0100001122 | |
Earthwork 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 50 M. including all lifts, levelling, ramming the fouda removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. | - | Cum | - | - | BI01010001010000000000000515BI0100001123 | |
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. | - | m3 | - | - | BI01010001010000000000000515BI0100001124 |
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