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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAdmitted-Finance LAKSHMAN CONSTRUCTION C 2 THANA KANKE RANCHI 834006 JHARKHAND | RANCHI | RANCHI | JHARKHAND | 834006 | ₹3.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.4 CrAdmitted-Finance | ₹3.4 Cr | L2 | Admitted-Finance |
| 3 | L3₹3.4 CrAdmitted-Finance | ₹3.4 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical RADHIKA ENCLAVE ASHOK KUNJ ASHOK NAGAR RANCHI | RANCHI | JHARKHAND | 829205 | - | - | Rejected-Technical Non-Responsive |
| Sl No | Description | Qty | Unit | SANTOSH YADAV L2 | M/S SHIVAM CONSTRUCTION L1 | SRA GROUPS L3 |
|---|---|---|---|---|---|---|
| 1.00 | 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 foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I. | 376.45 | M3 | 141.01 ₹53,083.21 | 126.95 ₹47,790.33 | 245.92 ₹92,576.58 |
| 2.00 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) | 376.45 | M3 | 14.41 ₹5,424.64 | 12.97 ₹4,882.56 | 78.88 ₹29,694.38 |
| 3.00 | Earth Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per build | 250.97 | M3 | 51.34 ₹12,884.80 | 46.23 ₹11,602.34 | 102.08 ₹25,619.02 |
| 4.00 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and lift of 1.5M all complete as per build | 335.03 | M3 | 119.7 ₹40,103.09 | 107.77 ₹36,106.18 | 167.04 ₹55,963.41 |
| 5.00 | Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) | 74.45 | M3 | 547.54 ₹40,764.35 | 492.95 ₹36,700.13 | 1,345.6 ₹1.0 L |
| 6.00 | Providing designation 75B one Brick Flat Soling joints with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I. | 744.5 | M2 | 331.14 ₹2.5 L | 298.12 ₹2.2 L | 482.56 ₹3.6 L |
| 7.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 97.27 | M3 | 4,182.79 ₹4.1 L | 3,765.77 ₹3.7 L | 6,403.2 ₹6.2 L |
| 8.00 | Providing designation 75 B 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, curing, taxes and royalty all complete as per building specification and direction of E/l. | 5.74 | M3 | 5,052.53 ₹29,001.52 | 4,548.8 ₹26,110.11 | 4,593.6 ₹26,367.26 |
| 9.00 | Providing random rubble stone masonry in C.M (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 | 9.45 | M3 | 2,544.61 ₹24,046.56 | 2,290.92 ₹21,649.19 | 4,825.6 ₹45,601.92 |
| 10.00 | Providing designation 75 B brick work in C.M. (1:4) 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, curing, taxes and royalty all complete as per building specification and direction of E/l. | 220.97 | M3 | 5,342.5 ₹11.8 L | 4,809.86 ₹10.6 L | 5,196.8 ₹11.5 L |
Tender Value
₹3.6 Cr
EMD Value
₹3.6 L
Closing Date
8 Apr 2026, 5:00 pmClosed
EE RMC
RMC
Construction of approach road and shopping complex G PULS 1 and development of green area in edalhatu under Ward No-03
2026_UDD_112166_1
250/eng 2026
Open Tender
Civil Works
365 days
AS PER NIT
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
₹3.6 L
23 May 2026
1 Apr 2026
9 Apr 2026
1 Apr 2026
8 Apr 2026
1 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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 foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I. | 1 | M3 | - | - | - |
| 2 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) | 1 | M3 | - | - | - |
| 3 | Earth Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per build | 1 | M3 | - | - | - |
| 4 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and lift of 1.5M all complete as per build | 1 | M3 | - | - | - |
| 5 | Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) | - | M3 | - | - | - |
| 6 | Providing designation 75B one Brick Flat Soling joints with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I. | - | M2 | - | - | - |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 1 | M3 | - | - | - |
| 8 | Providing designation 75 B 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, curing, taxes and royalty all complete as per building specification and direction of E/l. | - | M3 | - | - | - |
| 9 | Providing random rubble stone masonry in C.M (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 | 1 | M3 | - | - | - |
| 10 | Providing designation 75 B brick work in C.M. (1:4) 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, curing, taxes and royalty all complete as per building specification and direction of E/l. | 1 | M3 | - | - | - |
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