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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAdmitted-Finance | ₹3.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.3 CrAdmitted-Finance | ₹3.3 Cr | L2 | Admitted-Finance |
| 3 | L3₹3.4 CrAdmitted-Finance | ₹3.4 Cr | L3 | Admitted-Finance |
| 4 | L4₹3.7 CrAdmitted-Finance | ₹3.7 Cr | L4 | Admitted-Finance |
| 5 | Rejected-Technical LAXMAN NAGAR C 2 B A U KANKE RANCHI 834006 | RANCHI | RANCHI | JHARKHAND | 834006 | - | - | Rejected-Technical Non Responshiv |
| Sl No | Description | Qty | Unit | MEGOTIA CONSTRUCTION PVT LTD L3 | MODERA INFRATECH PRIVATE LIMITED L4 | RKS CONSTRUCTION PVT LTD L2 | TRIBHUWAN TIWARI L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | E/w in excavation of foundation trenches in ordinary soil (vide classification of soil item-A )and disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5M including leveling .ramming the foundation trenches.removing the roots or shrubs etc all complete as per specification and direction of E/l. | 1,822.8 | Per M3 | 147.15 ₹2,68,225.02 | 158.04 ₹2,88,075.31 | 140.54 ₹2,56,176.31 | 139.51 ₹2,54,298.83 Lowest |
| 2.00 | Extra for earth work in hard soil (vide classification of soil item -B ) all complete as per specifieation and direction of E/I. | 1,275.96 | Per M3 | 14.96 ₹19,088.36 | 16.07 ₹20,504.68 | 14.28 ₹18,220.71 | 14.03 ₹17,901.72 Lowest |
| 3.00 | Labour charge for pitching above water on apron and slope of bank with boulder in crates of specified size ( materials within 150m and all lifts ) including boxing and tying the crates with 12 to 14 gauge G.I. wire all complete as per specification and direction of E/I . | 7,840.12 | Per M3 | 1,148.35 ₹90,03,207.54 | 1,233.33 ₹96,69,461.37 | 1,096.78 ₹85,98,892.3 | 1,068.56 ₹83,77,643.97 Lowest |
| 4.00 | Supplying wire crates of size 3m x 1.5m x 0.75 m and 150mm square mesh made out of G.l.wire 10 SWG double knotted at each joints in box type etc .all complete as per specification and direction of E/l.Including carriage of G .l Wire. | 2,323 | Nos | 2,599.39 ₹60,38,382.97 | 2,791.74 ₹64,85,212.02 | 2,482.64 ₹57,67,172.72 | 2,421.45 ₹56,25,028.35 Lowest |
| 5.00 | supplying and laying (properly as per design and drawing )rip-rap with good quality of boulders duly packed including the cost of materials,royality all taxes ctc but excluding the cost of carriage all completc as per specification and direction of E/l. | 923.75 | Per M3 | 1,708.98 ₹15,78,670.28 | 1,835.44 ₹16,95,487.7 | 1,632.22 ₹15,07,763.23 | 1,605 ₹14,82,618.75 Lowest |
| 6.00 | Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150 mm,thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30 M and lift of 1.5 M complete job,as per specification and direction of E/l. | 911.4 | Per M3 | 112.29 ₹1,02,341.11 | 120.6 ₹1,09,914.84 | 107.25 ₹97,747.65 | 105.7 ₹96,334.98 Lowest |
| 7.00 | Earth work 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 and direction of E/l.(as per TEC Letter no -587,dated -22.09.06)
(a) lead beyond 1/2 Km but upto 1km . | 18,011.5 | Per M3 | 183.52 ₹33,05,469.75 | 197.1 ₹35,50,065.86 | 175.28 ₹31,57,055.02 | 165 ₹29,71,896.84 Lowest |
| 8.00 | watering and consolidation of earth laid in 150 mm to 225 mm layers by manual labour with C.l. 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/l . | 18,922.9 | Per M3 | 38.73 ₹7,32,883.76 | 41.59 ₹7,87,003.24 | 36.99 ₹6,99,957.92 Lowest | 42.25 ₹7,99,492.36 |
| 9.00 | supply of boulder at source 300 mm size for pitching . | 6,272.1 | Per M3 | 503.31 ₹31,56,810.65 | 540.56 ₹33,90,446.38 | 480.71 ₹30,15,061.19 | 450.21 ₹28,23,762.14 Lowest |
| 10.00 | Carriage of Materials
Stone boulder lead (31km) | 7,195.85 | Per M3 | 599.85 ₹43,16,430.62 | 644.24 ₹46,35,854.4 | 572.91 ₹41,22,574.42 | 565.45 ₹40,68,893.38 Lowest |
Tender Value
₹3.5 Cr
EMD Value
₹3.5 L
Closing Date
4 Jul 2023, 5:00 pmClosed
Executive Engineer, WW Division Chaibasa
O/o Executive Engineer, WW Division Chaibasa, Supalsai, West Singhbhum, Jharkhand
01/WRD/WWD/CBSA/SBD/01/23-24 Flood Protection work of Kangira River Bank Near Devjhari village, Panchayt- Parsa, in Manjhari in West Singhbhum.
2023_WRD_72810_1
01/WRD/WWD/CBSA/SBD/01/23-24
Open Tender
Civil Works
Item Wise
180 days
MANJHARI
TENDER FEE EMD AND AFFIDEVIT
4 documents required · 4 mandatory
₹10,000
Executive Engineer, WW Division Chaibasa
₹3.5 L
12 Aug 2023
24 Jun 2023
6 Jul 2023
24 Jun 2023
4 Jul 2023
24 Jun 2023
24 Jun 2023 - 4 Jul 2023
Amount
E/w in excavation of foundation trenches in ordinary soil (vide classification of soil item-A )and disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5M including leveling .ramming the foundation trenches.removing the roots or shrubs etc all complete as per specification and direction of E/l.
Extra for earth work in hard soil (vide classification of soil item -B ) all complete as per specifieation and direction of E/I.
Labour charge for pitching above water on apron and slope of bank with boulder in crates of specified size ( materials within 150m and all lifts ) including boxing and tying the crates with 12 to 14 gauge G.I. wire all complete as per specification and direction of E/I .
Supplying wire crates of size 3m x 1.5m x 0.75 m and 150mm square mesh made out of G.l.wire 10 SWG double knotted at each joints in box type etc .all complete as per specification and direction of E/l.Including carriage of G .l Wire.
supplying and laying (properly as per design and drawing )rip-rap with good quality of boulders duly packed including the cost of materials,royality all taxes ctc but excluding the cost of carriage all completc as per specification and direction of E/l.
Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150 mm,thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30 M and lift of 1.5 M complete job,as per specification and direction of E/l.
Earth work 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 and direction of E/l.(as per TEC Letter no -587,dated -22.09.06) (a) lead beyond 1/2 Km but upto 1km .
watering and consolidation of earth laid in 150 mm to 225 mm layers by manual labour with C.l. 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/l .
supply of boulder at source 300 mm size for pitching .
Carriage of Materials Stone boulder lead (31km)
G.I wire crates (3.0 m x 1.5 m x 0.75 m) lead 196 km
Labour cess@1%
RKS CONSTRUCTION PVT LTD
MEGOTIA CONSTRUCTION PVT LTD
MODERA INFRATECH PRIVATE LIMITED
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