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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 CrAccepted-AOC | ₹8.0 Cr | L1 | Accepted-AOC WORK ORDER ISSUED |
| 2 | L2₹8.1 Cr+₹3.6 L (0.44%)Rejected-Finance 202 SHRILOK COMPLEX H B ROAD THARPAKHNA RANCHI JHARKHAND 834001 | RANCHI | JHARKHAND | 834001 | ₹8.1 Cr+₹3.6 L (0.44%) | L2 | Rejected-Finance DISQUALIFIED |
| 3 | Rejected-Technical KUNWAR SADAN VEER KUNWAR SINGH COLONY AIRPORT ROAD HINOO RANCHI 834002 JHARKHAND | RANCHI | RANCHI | JHARKHAND | 834002 | - | - | Rejected-Technical NON RESPONSIVE |
| 4 | Rejected-Technical | - | - | Rejected-Technical NON RESPONSIVE |
| 5 | Rejected-Technical MOHANPUR GURGAIN BURMU RANCHI | RANCHI | JHARKHAND | 829205 | - | - | Rejected-Technical NON RESPONSIVE |
| Sl No | Description | Qty | Unit | Ms Gokul Construction L1 | Rhea Enterprises L2 |
|---|---|---|---|---|---|
| 1.00 | EARTH WORK 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 lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I
5.1.1 J.S.R. | 348.09 | cum | 151.82 ₹52,846.72 Lowest | 155 ₹53,953.64 |
| 2.00 | 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 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)
5.1.7 JSR | 207.84 | cum | 55.28 ₹11,489.23 Lowest | 60 ₹12,470.22 |
| 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 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)
5.1.8 JSR | 310.17 | cum | 128.88 ₹39,974.97 Lowest | 130 ₹40,322.36 |
| 4.00 | Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M 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)
5.1.10 JSR | 89.49 | Cum | 589.51 ₹52,757.02 Lowest | 590 ₹52,800.87 |
| 5.00 | Providing designation 75-A, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge.
5.6.1 JSR | 712.05 | Sqm | 356.52 ₹2,53,861.85 | 350 ₹2,49,219.25 Lowest |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level :
1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size)
5.3.1.2 JSR | 16.39 | Cum | 4,598.23 ₹75,346.6 | 4,500 ₹73,737 Lowest |
| 7.00 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete
5.3.17 JSR | 29.99 | Sqm | 194.5 ₹5,833.25 | 152 ₹4,558.63 Lowest |
| 8.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level :
1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size)
5.3.1.2 JSR | 76.41 | Cum | 4,598.23 ₹3,51,336.96 | 4,500 ₹3,43,831.5 Lowest |
| 9.00 | Providing and laying in position specified grade of reinforced cement concrete, exluding the cost of centring, shuttering, finishing and reinforcement: all work upto plinth work
1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)
5.3.9JSR | 86.19 | cum | 5,218 ₹4,49,718.55 | 5,200 ₹4,48,167.2 Lowest |
| 10.00 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete
5.3.17 JSR | 280.54 | Sqm | 194.5 ₹54,565.03 | 120 ₹33,664.8 Lowest |
Tender Value
₹8.1 Cr
EMD Value
₹16.2 L
Closing Date
6 Apr 2026, 5:00 pmClosed
DISTRICT ENGINEER
DISTRICT ENGINEER, DISTRICT BOARD, KODERMA
CONSTRUCTION OF ZILA PARISHAD KODERMA OFFICE BUILDING
2026_KZP_112152_1
ZP/KOD/04/2025-26 (3rd Call)
Open Tender
Civil Works
Item Rate
370 days
KODERMA
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹16.2 L
11 Jul 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
6 Apr 2026
30 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | EARTH WORK 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 lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I
5.1.1 J.S.R. | 0.2 | cum | - | - |
| 2 | 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 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)
5.1.7 JSR | 0.8 | cum | - | - |
| 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 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)
5.1.8 JSR | 0.8 | cum | - | - |
| 4 | Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M 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)
5.1.10 JSR | 0.2 | Cum | - | - |
| 5 | Providing designation 75-A, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge.
5.6.1 JSR | 1 | Sqm | - | - |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level :
1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size)
5.3.1.2 JSR | 1 | Cum | - | - |
| 7 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete
5.3.17 JSR | 1 | Sqm | - | - |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level :
1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size)
5.3.1.2 JSR | 0.8 | Cum | - | - |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, exluding the cost of centring, shuttering, finishing and reinforcement: all work upto plinth work
1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)
5.3.9JSR | 0.4 | cum | - | - |
| 10Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete 5.3.17 JSR | |||||
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