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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹384.8 CrAdmitted-Finance | ₹384.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹403.1 Cr+₹18.2 Cr (4.73%)Admitted-Finance 72 76 INDUSTRIAL ESTATE MUNDHAWA PUNE 411 036 | PUNE | PUNE | MAHARASHTRA | 411036 | ₹403.1 Cr+₹18.2 Cr (4.73%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | B G SHIRKE CONSTRUCTION TECHNOLOGY PVT LTD L2 | kmv projects limited L1 |
|---|---|---|---|---|---|
| 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 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. | 48,897 | Cum | 145 ₹70,90,065 Lowest | 160 ₹78,23,520 |
| 2.00 | Extra for earthwork in hard soil as per specification and direction of E/I (Vide classification of soil item_B). | 7,222 | Cum | 15 ₹1,08,330 Lowest | 20 ₹1,44,440 |
| 3.00 | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of 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) | 24,964 | Cum | 105 ₹26,21,220 Lowest | 115 ₹28,70,860 |
| 4.00 | Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | 345 | Cum | 850 ₹2,93,250 Lowest | 935 ₹3,22,575 |
| 5.00 | Providing Moorum filling in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | 3,763 | Cum | 530 ₹19,94,390 Lowest | 580 ₹21,82,540 |
| 6.00 | Carting away the excavated earth (by mechanical transport including loading, unloading, stacking) to an identified location (Up to 20Km lead) and as directed by Engineer-in-charge. | 56,092 | Cum | 225 ₹1,26,20,700 Lowest | 325 ₹1,82,29,900 |
| 7.00Concrete Work | |||||
| 8.00Plain cement concrete | |||||
| 9.00 | 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 40 mm nominal size) | 97 | Cum | 5,555 ₹5,38,835 Lowest | 5,630 ₹5,46,110 |
| 10.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) | 113 | Cum | 5,085 ₹5,74,605 Lowest | 5,150 ₹5,81,950 |
Tender Value
Refer Docs
EMD Value
₹3.5 Cr
Closing Date
16 Nov 2022, 5:00 pmClosed
Nodal Officer
e-Procurement Cell, Jharkhand State Building Construction Corporation Ltd., Ranchi.
Remaining work of Medical College and Upgradation of District Hospital at Chaibasa
2022_JSBCC_61786_1
JSBCCL/105/2022-23
Open Tender
Civil Works - Buildings
Item Rate
10950 days
Chaibasa
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
Yes
JSBCCL
₹3.5 Cr
Ranchi
21 Nov 2022
3 Oct 2022
18 Nov 2022
3 Oct 2022
16 Nov 2022
3 Oct 2022
7 Oct 2022
| 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 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. | - | Cum | - | - |
| - | Extra for earthwork in hard soil as per specification and direction of E/I (Vide classification of soil item_B). | - | Cum | - | - |
| - | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of 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) | - | Cum | - | - |
| - | Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | - | Cum | - | - |
| - | Providing Moorum filling in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | - | Cum | - | - |
| - | Carting away the excavated earth (by mechanical transport including loading, unloading, stacking) to an identified location (Up to 20Km lead) and as directed by Engineer-in-charge. | - | Cum | - | - |
| - | Concrete Work | - | - | - | - |
| - | Plain cement concrete | - | - | - | - |
| - | 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 40 mm nominal size) | - | Cum | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) | - | Cum | - | - |
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