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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.0 LAccepted-AOC 00 HANSH NAGAR RADHA RAMAN ROAD MAINPURI MAINPURI UTTAR PRADESH 205001 | MAINPURI | UTTAR PRADESH | 205001 | ₹62.0 L | L1 | Accepted-AOC L-1 |
| 2 | L2₹62.8 L+₹89,294.75 (1.44%)Rejected-Finance | ₹62.8 L+₹89,294.75 (1.44%) | L2 | Rejected-Finance L2 |
| 3 | L3₹71.1 L+₹9.1 L (14.7%)Rejected-Finance | ₹71.1 L+₹9.1 L (14.7%) | L3 | Rejected-Finance L3 |
| 4 | L4₹71.1 L+₹9.1 L (14.7%)Rejected-Finance SHREYA ENCLAVE ROAD 61 LALY KHATAL SHANTI REIKALAN SANITARY N JHARKHAND | ₹71.1 L+₹9.1 L (14.7%) | L4 | Rejected-Finance L4 |
| 5 | L5₹72.7 L+₹10.8 L (17.4%)Rejected-Finance | ₹72.7 L+₹10.8 L (17.4%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | S K Enterprises L1 | JAGDISH MANJHI L3 | M/s JAGAN ENTERPRISES L5 | SATYA PRAKASH L2 | SHUBHAM CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 279.83 | cu.m | 125.71 ₹35,177.43 | 151 ₹42,254.33 | 147.55 ₹41,288.92 | 120 ₹33,579.6 Lowest | 144.23 ₹40,359.88 |
| 2.00 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) | 148.26 | cu.m | 12.84 ₹1,903.66 Lowest | 15 ₹2,223.9 | 15.07 ₹2,234.28 | 15 ₹2,223.9 | 14.73 ₹2,183.87 |
| 3.00 | Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume). | 19.5 | cu.m | 45.77 ₹892.52 Lowest | 55 ₹1,072.5 | 53.73 ₹1,047.74 | 55 ₹1,072.5 | 52.52 ₹1,024.14 |
| 4.00 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting 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) | 456.51 | cu.m | 106.71 ₹48,714.18 | 128 ₹58,433.28 | 125.26 ₹57,182.44 | 100 ₹45,651 Lowest | 122.44 ₹55,895.08 |
| 5.00 | 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). | 148.15 | cu.m | 488.11 ₹72,313.5 Lowest | 589 ₹87,260.35 | 572.94 ₹84,881.06 | 500 ₹74,075 | 560.03 ₹82,968.44 |
| 6.00 | Providing designation 75B 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 maerials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. | 59.74 | cu.m | 4,231.3 ₹2,52,777.86 Lowest | 5,110 ₹3,05,271.4 | 4,966.66 ₹2,96,708.27 | 4,500 ₹2,68,830 | 4,854.75 ₹2,90,022.77 |
| 7.00 | Providing designation 75B 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 costs of screening materials, scaffolding, raking out joints to 15mm depth curing taxes and royalty all complete as per building specification and direction of E/I. | 8.83 | cu.m | 4,342.1 ₹38,340.74 Lowest | 5,244 ₹46,304.52 | 5,096.72 ₹45,004.04 | 5,000 ₹44,150 | 4,981.88 ₹43,990 |
| 8.00 | Providing designation 125mm thick reinforced designation 75A brick work in (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening carriage of materials, scaffolding, raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement0 all complete as per building specification and direction of E/I. | 52.51 | SQMT | 590.77 ₹31,021.33 Lowest | 713 ₹37,439.63 | 693.44 ₹36,412.53 | 713 ₹37,439.63 | 677.82 ₹35,592.33 |
| 9.00 | Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:6) in foundation and plinth with approved uality 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. | 12.3 | Cum | 3,733.58 ₹45,923.03 Lowest | 4,509 ₹55,460.7 | 4,382.45 ₹53,904.14 | 4,500 ₹55,350 | 4,283.7 ₹52,689.51 |
| 10.00 | Providing designation 112mm thick reinforcement designtion 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:4) in supertructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including cost of screening materials scaffoliding raking out joints to 15mm depth curing taxesand royalty ( but excluding theb cost of reinforcement) all complete as per building specification and direction of E/I. | 16.81 | sqm | 478.83 ₹8,049.13 Lowest | 578 ₹9,716.18 | 562.05 ₹9,448.06 | 578 ₹9,716.18 | 549.39 ₹9,235.25 |
Tender Value
₹74.8 L
EMD Value
₹1.5 L
Closing Date
1 Jul 2026, 11:00 amClosed
E.E. BCD, Building Division No.-1, Ranchi
E.E. BCD, Building Division No.-1, Ranchi
Construction of Market Shed With Toilet, Deep Boring, PCC Road And Solar Light In The Campus Of Agriculture Market, Sonahatu Bazar, Ranchi
2026_BCD_115486_1
BCD/Div.No.-1, Ranchi/25/ 2026-27
Open Tender
Civil Works - Buildings
Works
90 days
Ranchi
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.5 L
16 Sept 2026
23 Jun 2026
2 Jul 2026
23 Jun 2026
1 Jul 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 279.83 | cu.m | - | - |
| 2 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) | 148.26 | cu.m | - | - |
| 3 | Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume). | 19.5 | cu.m | - | - |
| 4 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting 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) | 456.51 | cu.m | - | - |
| 5 | 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). | 148.15 | cu.m | - | - |
| 6 | Providing designation 75B 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 maerials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. | 59.74 | cu.m | - | - |
| 7 | Providing designation 75B 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 costs of screening materials, scaffolding, raking out joints to 15mm depth curing taxes and royalty all complete as per building specification and direction of E/I. | 8.83 | cu.m | - | - |
| 8 | Providing designation 125mm thick reinforced designation 75A brick work in (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening carriage of materials, scaffolding, raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement0 all complete as per building specification and direction of E/I. | 52.51 | SQMT | - | - |
| 9 | Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:6) in foundation and plinth with approved uality 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. | 12.3 | Cum | - | - |
| 10 | Providing designation 112mm thick reinforcement designtion 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:4) in supertructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including cost of screening materials scaffoliding raking out joints to 15mm depth curing taxesand royalty ( but excluding theb cost of reinforcement) all complete as per building specification and direction of E/I. | 16.81 | sqm | - | - |
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