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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 CrAdmitted-Finance STATION ROAD DEOGHAR | ₹7.0 Cr | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical LAXMAN NAGAR C 2 B A U KANKE RANCHI 834006 | RANCHI | RANCHI | JHARKHAND | 834006 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/s Hardev Construction Pvt. Ltd. L1 |
|---|---|---|---|---|
| 1.00 | E/W in stripping by hydraulic M/C in grade A & B type of soil including moorum soil, soil mixed with kankar pebbels boulders upto 300 mm size and disposal of the same along with all organic materials in the country side beyond 1 Km. But upto 2 Km. In all by tipper including construction & maintenance of haul road etc all complete as per specification and direction of E/I.(5.1.7) | 4,359.22 | PER M3 | 130 ₹5,66,698.6 Lowest |
| 2.00 | Earth work in dam fill in semi-pervious or imprevious zone excavation by hydraulic excavator and carriage by tipper truck making dam in proper designed section including earth to be laid in layers of not more than 225mm. thick and breaking of clods to maximum 63mm cube with all lifts including construction and maintenance of haul road etc. all complete as per specification and direction of E/I.(5.1.22.4)
Beyond 2 KM but upto 3 KM | 2,928.82 | PER M3 | 173 ₹5,06,685.86 Lowest |
| 3.00 | Labour for rolling and compacting the earth in layers of 225mm thick at O,M,C. by sheep foot roller driven by tractor to achieve a minimum 95% of maximum dry density including sprinkling the required quantity of water, and carriage of water with all leads and lifts, finishing the surface with proper camber, grade super elevation including hire charges of compaction as per specification and direction of E/I. (Mode of measurement section measuerement of compacted earth) (5.1.33) | 2,928.82 | PER M3 | 25 ₹73,220.5 Lowest |
| 4.00 | Fine dreesing of the earthen embankment and turffing with 75 mm thick grass sods,obtained within a lead of 150 m including the cost of watering the grass surface till it acquires greenness as per specification and direction of E/I (6.1.24.1) | 127.52 | PER %M2 | 1,478 ₹1,88,474.56 Lowest |
| 5.01 | Extra for each lead of 150M over initial lead of 150M as per specification and direction of E/I (6.1.24.2) from 150M to 300M | 5.42 | PER %M2 | 554 ₹3,002.68 Lowest |
| 5.02 | from 300M to 450M | 6.35 | PER %M2 | 554 ₹3,517.9 Lowest |
| 5.03 | from 450M to 600M | 8.65 | PER %M2 | 554 ₹4,792.1 Lowest |
| 5.04 | from 600M to 750M | 30.24 | PER %M2 | 554 ₹16,752.96 Lowest |
| 5.05 | from 750M to 900M | 35.69 | PER %M2 | 554 ₹19,772.26 Lowest |
| 5.06 | from 900M to 1050M | 41.17 | PER %M2 | 554 ₹22,808.18 Lowest |
Tender Value
Refer Docs
EMD Value
₹6.6 L
Closing Date
22 Mar 2022, 5:00 pmClosed
EE, Punasi Dam Division, Punasi Camp
Executive Engineer, Punasi Dam Division, Punasi Camp Deoghar
Residual work of Punasi Earthen dam inclusive rain cuts and rip rap works from Ch. 19.50 to 53.00
2022_WRD_56883_1
WRD/PUNASI DAM DIV DEO/SBD-IFB-2/21-22 (2nd Call)
Open Tender
Civil Works
Item Rate
360 days
PUNASI
PLEASE REFER TENDER DOCUMENTS
3 documents required · 3 mandatory
₹10,000
EE, Punasi Dam Division, Punasi Camp
₹6.6 L
Yes
7 Apr 2022
11 Mar 2022
24 Mar 2022
11 Mar 2022
22 Mar 2022
11 Mar 2022
Amount
E/W in stripping by hydraulic M/C in grade A & B type of soil including moorum soil, soil mixed with kankar pebbels boulders upto 300 mm size and disposal of the same along with all organic materials in the country side beyond 1 Km. But upto 2 Km. In all by tipper including construction & maintenance of haul road etc all complete as per specification and direction of E/I.(5.1.7)
Earth work in dam fill in semi-pervious or imprevious zone excavation by hydraulic excavator and carriage by tipper truck making dam in proper designed section including earth to be laid in layers of not more than 225mm. thick and breaking of clods to maximum 63mm cube with all lifts including construction and maintenance of haul road etc. all complete as per specification and direction of E/I.(5.1.22.4) Beyond 2 KM but upto 3 KM
Labour for rolling and compacting the earth in layers of 225mm thick at O,M,C. by sheep foot roller driven by tractor to achieve a minimum 95% of maximum dry density including sprinkling the required quantity of water, and carriage of water with all leads and lifts, finishing the surface with proper camber, grade super elevation including hire charges of compaction as per specification and direction of E/I. (Mode of measurement section measuerement of compacted earth) (5.1.33)
Fine dreesing of the earthen embankment and turffing with 75 mm thick grass sods,obtained within a lead of 150 m including the cost of watering the grass surface till it acquires greenness as per specification and direction of E/I (6.1.24.1)
Extra for each lead of 150M over initial lead of 150M as per specification and direction of E/I (6.1.24.2) from 150M to 300M
from 300M to 450M
from 450M to 600M
from 600M to 750M
from 750M to 900M
from 900M to 1050M
Trimming and dressing the side slope of dam to proper section with all leads and lifts as per drawing, specification and direction of E/I.(5.1.38)
Supplying and laying sand filter on slope of the dam as per design drawing with watering and compaction including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage all complete job as per specification and direction of E/I.(5.6.5)
Supplying and laying graval filter (size 5mm to 15mm) in slope of the dam as per design drawing including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. (5.6.6)
Supplying and laying stone metal filter (size 20mm to 63mm) on the slope of dam as per design drawing including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. (5.6.7)
Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulder duly packed including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.(5.6.8)
Labour charge for pitching with stone boulder duly packed in slope and apron with materials within 150M of work site and all lifts as per specification and direction of E/I (6.6.6)
E/W in excavation of the toe drain and heel trenches as per designed section in all kinds of soil including moorum soil, soil mixed with kankar,pebbles and boulders upto 300mm size and disposal of the spoil (50m away from the toe of the dam in the country side) with initial lead of 100m and with initial lift of 1.5m as per specification and direction of E/I.(5.1.17.1)
Supplying and laying sand filter blanketing in horizontal portion of the dam as per design and drawing with watering, compaction including the cost of sand, royalty and all taxes etc. but excluding the cost of carriage all complete job as per specification and direction of E/I. (5.6.1)
Supplying and laying Gravel filter(size 5mm to 15mm) in filter blanketing and in the toe drain (in horizontal portion) of the dam as per design and drawing including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage all as per specification and direction of E/I. (5.6.2)
Supplying laying Boulder in rock toe, heel trenches of the dam as per design drawing including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. (5.6.4)
Carriage of materials including loading, unloading and stacking all complete as per direction of E/I. SAND : 2 KM (K)
GRAVEL : 6 KM (K)
STONE METAL : 1 KM (K) + 32 KM (P) + 2KM (K)
BOULDER : 1 KM (K) + 32 KM (P) + 2KM (K)
BOULDER : 2 KM (K)
GST @ 12% (system generated, hence no separate rate is to be quoted for this item)
Labour Cess @ 1% (system generated, hence no separate rate is to be quoted for this item)
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