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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAdmitted-Finance | ₹4.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.1 CrAdmitted-Finance | ₹4.1 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
| Sl No | Description | Qty | Unit | Sanjay Kumar Upadhyay L2 | M/S P.K. CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 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. | 488.84 | M3 | 151.82 ₹74,215.39 | 151.06 ₹73,843.87 |
| 2.00 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) | 244.42 | M3 | 15.51 ₹3,790.95 | 15.43 ₹3,771.40 |
| 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 | 342.19 | M3 | 55.28 ₹18,916.26 | 55 ₹18,820.45 |
| 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 | 1,074 | M3 | 128.88 ₹1.4 L | 128.24 ₹1.4 L |
| 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) | 279.45 | M3 | 589.51 ₹1.6 L | 586.56 ₹1.6 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. | 1,790 | M2 | 330.34 ₹5.9 L | 328.69 ₹5.9 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 : 1:4:8(1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 20 mm nominal size) | 229.82 | M3 | 3,751.64 ₹8.6 L | 3,732.88 ₹8.6 L |
| 8.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:1.5:3 (1 Cement : 1.5 coarse sand zone(III): 3 graded stone aggregate 20mm nominal size) | 120.42 | M3 | 5,218 ₹6.3 L | 5,191.91 ₹6.3 L |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 171.99 | M2 | 194.5 ₹33,452.06 | 193.53 ₹33,285.22 |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers | 270.6 | M2 | 363.97 ₹98,490.28 | 362.15 ₹97,997.79 |
Updated dates
Tender Value
₹4.1 Cr
EMD Value
₹4.1 L
Closing Date
24 Apr 2026, 5:00 pmClosed
EE RMC
RMC
Construction of Indoor Stadium Having Four Court and Landscapping Work in Edalhatu under Ward No 03
2026_UDD_112402_1
260/ENG 2026
Open Tender
Civil Works
365 days
AS PER NIT
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
₹4.1 L
23 May 2026
4 Apr 2026
25 Apr 2026
4 Apr 2026
24 Apr 2026
4 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. | 0.2 | 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 | - | 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) | 1 | 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 : 1:4:8(1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 20 mm nominal size) | 1 | M3 | - | - | - |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:1.5:3 (1 Cement : 1.5 coarse sand zone(III): 3 graded stone aggregate 20mm nominal size) | - | M3 | - | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | - | M2 | - | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | M2 | - | - | - |
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