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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 CrAdmitted-Finance STATION ROAD DEOGHAR | ₹5.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.6 Cr+₹78.8 L (13.6%)Admitted-Finance | ₹6.6 Cr+₹78.8 L (13.6%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical 221 NAGLI SADHARAN MEERUT MEERUT UTTAR PRADESH 250223 UDYAM UP 56 0097327 | MEERUT | UTTAR PRADESH | 250223 | - | - | Rejected-Technical DTC Decision |
| 4 | Rejected-Technical | - | - | Rejected-Technical DTC Decision |
| 5 | Rejected-Technical LAXMAN NAGAR C 2 B A U KANKE RANCHI 834006 | RANCHI | RANCHI | JHARKHAND | 834006 | - | - | Rejected-Technical DTC Decision |
| Sl No | Description | Qty | Unit | M/s Hardev Construction Pvt. Ltd. L1 | RKS CONSTRUCTION PVT LTD L2 |
|---|---|---|---|---|---|
| 1.00 | E/W in Excavation of cut-off traches by hydraulic M/C in grade A &B type of soil including morroum soil, soil mixed with kankar, pebbles & boulders upto 300 mm size and disposal of the samebeyond 150 M upto 1/2 Km from centre of the trench with all lifts by tipper including construction & maintanance of haul road all complete as per specification and direction of E/I. (5.1.9.1) | 3,816 | Per M³ | 100 ₹3,81,600 Lowest | 120 ₹4,57,920 |
| 2.00 | Cleaning and grubbing road land uprooting including vigation removal as per specification upto 150mm. dia and their removal as per specification and direction of E/I. Revised SOR (2.3(i)A ) | 1.44 | Per Ha | 14,100 ₹20,326.56 Lowest | 50,000 ₹72,080 |
| 3.00 | E/W in stripping by hydraulic M/C in grade A & B type of soil including morroum soil, soil mixed with kankar, pebbles, boulders upto 300 mm size and disposal of the same along with all organic materials in the country side beyond 1/2 km upto 1 km in all by tipper including construction & maintanance of haul road etc. all complete as per specification and direction of E/I. (5.1.6.2) | 5,406 | Per M³ | 99 ₹5,35,194 Lowest | 120 ₹6,48,720 |
| 4.00 | E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil - A and B) in proper profile excavation by hydraulic m/c and carriage by
tipper truck obtained from borrow area or any other sources free from logs, roots, or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I. (As per TEC Letter No. 587 Dated 22-09-06) Lead Beyond 2 Km but upto 3 Km. (7.1.26.4) | 55,475.1 | Per M³ | 198 ₹1,09,84,069.8 | 180 ₹99,85,518 Lowest |
| 5.00 | Watering and consolidation of earth laid in 150mm to 225mm layers by manual labour with C.I.hammer to achieve minimum 85% of maximum dry density including supply of water and necessary tools and plants with all leads and lifts all complete as per specification and direction of E/I.(7.1.38) | 55,475.1 | Per M³ | 24 ₹13,31,402.4 Lowest | 25 ₹13,86,877.5 |
| 6.00 | 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) | 18,068.23 | Per % M² | 3,400 ₹6,14,319.82 | 2,800 ₹5,05,910.44 Lowest |
| 7.00 | Supplying and laying 300mm thick humous layer on slopes of dam with manual compaction and turfing the surface with approved dub grass with 1Km. lead including watering and ramming till growth of the grass all complete as per.(5.1.37) | 3,212.86 | Per % M² | 10,000 ₹3,21,286 Lowest | 10,499.53 ₹3,37,335.2 |
| 8.00 | Providing and laying of a Geo-textile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment materials through the voids of the stone pitching/cement concrete block as well as to allow free movement of water without creating any uplift head on the pitching as per specifiction and direction of E/I. (VIDE. T.E.C LT. NO.-48(e) DT.-10.05.2004) | 11,692.62 | Per M² | 62 ₹7,24,942.44 Lowest | 77.39 ₹9,04,891.86 |
| 9.00 | Labour charges for pitching on appron slope of bank with stone boulders duly packed (uncrated) complete job (materials within 150M and all lifts as per specification and direction of E/I. (7.7.18) | 11,451.49 | Per M³ | 469 ₹53,70,748.81 Lowest | 950 ₹1,08,78,915.5 |
| 10.00 | Supplying Of stone boulder for pitching work at sight and all lifts as per specifiction and direction of E/I.S.R.NO.PAGE -8 M018 RS. (445+14.5% 445) | 11,451.49 | Per M³ | 680 ₹77,87,013.2 | 562.68 ₹64,43,524.39 Lowest |
Tender Value
Refer Docs
EMD Value
₹6.7 L
Closing Date
17 Aug 2021, 5:00 pmClosed
EXECUTIVE ENGINEER
Executive Engineer Subernarekha Canal Division, Jamshedpur.
Construction of Flood Embankment with Appron and Slope Protection Work on Left Bank of Subernrekha River in between Jayprakash Mango Bridge to Daiguttu Nala
2021_WRD_50811_1
WRD/SCDJSR/IFB-01/2021-22
Open Tender
Civil Works
Item Rate
270 days
Mango Jamshedpur
Please refer Tender documents.
9 documents required · 9 mandatory
₹10,000
EE Subernarekha Canal Division,Jamshedpur
₹6.7 L
Yes
20 Oct 2021
28 Jul 2021
23 Aug 2021
28 Jul 2021
17 Aug 2021
28 Jul 2021
Amount
E/W in Excavation of cut-off traches by hydraulic M/C in grade A &B type of soil including morroum soil, soil mixed with kankar, pebbles & boulders upto 300 mm size and disposal of the samebeyond 150 M upto 1/2 Km from centre of the trench with all lifts by tipper including construction & maintanance of haul road all complete as per specification and direction of E/I. (5.1.9.1)
Cleaning and grubbing road land uprooting including vigation removal as per specification upto 150mm. dia and their removal as per specification and direction of E/I. Revised SOR (2.3(i)A )
E/W in stripping by hydraulic M/C in grade A & B type of soil including morroum soil, soil mixed with kankar, pebbles, boulders upto 300 mm size and disposal of the same along with all organic materials in the country side beyond 1/2 km upto 1 km in all by tipper including construction & maintanance of haul road etc. all complete as per specification and direction of E/I. (5.1.6.2)
E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil - A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots, or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I. (As per TEC Letter No. 587 Dated 22-09-06) Lead Beyond 2 Km but upto 3 Km. (7.1.26.4)
Watering and consolidation of earth laid in 150mm to 225mm layers by manual labour with C.I.hammer to achieve minimum 85% of maximum dry density including supply of water and necessary tools and plants with all leads and lifts all complete as per specification and direction of E/I.(7.1.38)
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 300mm thick humous layer on slopes of dam with manual compaction and turfing the surface with approved dub grass with 1Km. lead including watering and ramming till growth of the grass all complete as per.(5.1.37)
Providing and laying of a Geo-textile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment materials through the voids of the stone pitching/cement concrete block as well as to allow free movement of water without creating any uplift head on the pitching as per specifiction and direction of E/I. (VIDE. T.E.C LT. NO.-48(e) DT.-10.05.2004)
Labour charges for pitching on appron slope of bank with stone boulders duly packed (uncrated) complete job (materials within 150M and all lifts as per specification and direction of E/I. (7.7.18)
Supplying Of stone boulder for pitching work at sight and all lifts as per specifiction and direction of E/I.S.R.NO.PAGE -8 M018 RS. (445+14.5% 445)
Supplying G.I. wire crates of size 3m x 1.5m x 0.75m and 150mm square each made out of G.I. wire 8 S.W.G. double knotted at each joints in box type etc. all complete job as per specification and direction of E/I. (7.7.34)
Carriege of materials. BOULDER (LEAD 33KM PAKKA+2KM KACHCHA)
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RKS CONSTRUCTION PVT LTD
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