Odisha Mining Corporation Limited Tender
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Costs
EMD
₹ 53,23,371Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Construction Of The Gabion Wall (mechanically Stabilized Earth Wall With Gabion Facia) For Enhancing The Holding Capacity Of Overburden Dump
Description
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Contact
Tender Id
2024_OMC_103108_1Bid Award Id
ViewTender No
NIT No. 01/OMC/e-PROC/Proj/24Tender Authority
Odisha Mining Corporation Limited ViewPurchaser Address
-Website
http://https://omcltd.in/
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Documents
BOQ Items
Earthwork excavation in soft rock
Cutting in Disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m. initial lead and 1.5m. initial lift including rough dressing as per direction and specification of the Department including stacking the useful materials separately as ordered.
3710
2151800
580
Backfilling after execution of work
Filling in foundation and plinth with excavated materials, moorum including watering and ramming as directed by the Engineer-in-charge.
2150
451500
210
Backfilling after execution of work
EARTHWORK IN FILLING by excavating the earth from BORROW AREAS arranged by OWNER WITHIN A LEAD OF 1 KM, transporting the earth from borrow area including cleaning & stripping the earth at borrow areas, breaking clods, loading, unloading and laying at all depths and heights in layers of thickness not exceeding 15 cms., watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% of the maximum laboratory dry density, dressing, trimming, levelling the top surface etc. in foundations, plinths, trenches etc. all complete.
60440
21758400
360
EARTHWORK IN FILLING by excavating the earth from BORROW AREAS arranged by OWNER beyond a LEAD OF 1.0KM AND UPTO & INCLUSIVE OF 2.0KM transporting the earth from borrow area including cleaning & stripping the earth at borrow areas, breaking clods, loading, unloading and laying at all depths and heights in layers of thickness not exceeding 15 cms., watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% of the maximum laboratory dry density, dressing, trimming, levelling the top surface etc. in foundations, plinths, trenches etc. all complete.
60440
24176000
400
EARTHWORK IN FILLING by excavating the earth from BORROW AREAS arranged by OWNER beyond a LEAD OF 2.0KM AND UPTO & INCLUSIVE OF 3.0KM transporting the earth from borrow area including cleaning & stripping the earth at borrow areas, breaking clods, loading, unloading and laying at all depths and heights in layers of thickness not exceeding 15 cms., watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% of the maximum laboratory dry density, dressing, trimming, levelling the top surface etc. in foundations, plinths, trenches etc. all complete.
60440
27198000
450
Transporting & Disposing the SURPLUS EARTH AND DEBRIS
Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 100M AND UPTO 1KM including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids).
5640
1353600
240
Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 1.0KM AND UPTO & INCLUSIVE OF 3.0KM including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids).
5455
1418300
260
Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 3.0KM AND UPTO & INCLUSIVE OF 5.0KM including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids).
5455
1636500
300
PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. 6-68-0004)
RCC-Non FIM Items
R.C.C. work of M-30 grade with 20mm and down grade black hard granite (crusher broken) stone chips including hoisting and laying.
The R.C.C. also includes Supplying and mixing of approved brand of BI-POLAR CONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE (confirming to EIL
Specification No. 6-68-0017) in concrete as per manufacturer's specification for protection of reinforcement against corrosion. Supply of admixture in Contractor's scope.
1140
9097200
7980
PCC - Non FIM Items
P.C.C. of prop. (1:5:10) in foundation using 40 mm. size crusher broken hard granite metal of approved quality from approved quarry including lowering, laying concrete to required levels laid in layers not exceeding 150mm thick including cost, conveyance, royalties of all materials, watering and curing and cost of all labour, T&P required for the work etc. comp as per direction of EIC.
12
59040
4920
PCC - Non FIM Items
C.C. of prop. (1:2:4) in all floors using 12mm (1/2”) size hard crusher broken granite chips of appd. Quality from appd. quarry including centering, shuttering to wall side & lowering, laying, concrete, watering and curing etc. comp. to required levels laid in layers not exceeding 150mm thick including cost, conveyance, royalties of all materials and cost of all labour, T&P required for the work etc. complete as per direction of EIC
310
2256800
7280
HYSD Bars / MS Bars - Non FIM Items
Supplying HYSD bars of approved quality size and grade and cutting, bending, binding and tying the grills in proper position as required for the RCC work, including cost, conveyance of HYSD bars Fe500 and binding wires of 18 to 20 gauge and cost of labour,T & P and other materials complete in all respact as directed by the EIC. in all floor.
152
13558400
89200
Centering and Shuttering - Non FIM Items
Rigid and smooth centering and shuttering for R.C.C. works including false work and dismantling them after casting including cost of materials complete in ground floor, for R.C.C. foundation and plinth band, footings, bases of columns,mass concrete, precast slabs etc.
925
277500
300
Centering and Shuttering - Non FIM Items
Rigid and smooth centering and shuttering for R.C.C. works including false work and dismantling them after casting including cost of materials complete in ground floor, for R.C.C. beams, columns, girders and bressmers etc.
4550
2548000
560
MISCELLANEOUS ITEMS (REFER SPECIFICATION NO. 6-68-0013)
Cutting RCC Piles - Non FIM Items Cutting the heads of R.C.C. piles of diameter upto 600mm and a length not exceeding 1500mm including exposing/ cleaning, bending of the reinforcement, making site clean for casting of pile cap and removal of debris to the spoil heaps within the plant boundary etc. all complete as specified & directed. (Excavation; if any, to be measured separately under respective item).
240
484800
2020
GENERAL CIVIL
SURVEY WORKS
-
-
-
Conducting topographical ground/land survey in the specified area by Total Station method, covering details of physical features like Rivers, Nallahs, Lakes, Ponds, wells, pits, Forest, Trees, Roads, culverts, transmission lines, telegraph/ telephone and electric poles, underground or any other services, cross drainage works including cross sectional details of nallah etc. including establishing high flood level with source of information, identification of any monument, historical structure, wild life sanctuary in the vicinity, storm water disposal point with levels, cross-section details of nallah, recording spot levels, including providing in tabulation girth wise no. of trees etc as specified, plotting and developing topographical contour maps, showing true north including establishing survey reference stations, key plan etc. including all equipment's, instruments, personnel's, clearing of bushes as per requirement for intervisibility to carry out survey work etc. , complete work in all respects as per drawings, specifications and directions of Engineer-in-Charge including submitting hard copies of drawings/map and supply of electronic files.
17.85
535500
30000
SITE GRADING & ROCK CUTTING FOR SITE GRADING
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.(In area of light jungle).
1.8
146682
81490
GEOTECH
Geotechnical Investigation Works
Boring/drilling of minimum 150mm nominal diameter boreholes in all types of soil strata and/or coring in rock of Nx size with double tube core barrel, up to termination depth, stabilizing borehole sides by temporary casing/bentonite slurry by suitable method, establishing co-ordinates and reduced levels at all test locations, conducting standard penetration tests at an interval of 1.5m, collecting disturbed and undisturbed soil/rock samples, ground water samples, recording water table after completion of boring, mobilization of drilling rigs, manpower, tools, tackles, materials, survey equipment, ancillary equipment/accessories necessary for the testing, survey and associated work, including demobilization, backfilling borehole with suitable material etc., shifting machinery and equipment from one borehole location to another, including conducting relevant laboratory tests on soil/rock samples from NABL accredited laboratory for obtaining index and engineering properties, preparation and submission of draft and final detailed soil report with soft-copy, all complete as per relevant IS Codes and directions of Engineer-in-Charge.
Maximum Depth of Borehole 30 m
300
150000
500
MISCELLANEOUS
RE WALL FACIA
-
-
-
Supply & Installation of Gabion Fascia Units with integrated tail as reinforcement of length 3m that is made of mechanically woven, double twisted, hexagonal shaped steel wire mesh, Mesh type 10x12, Mesh wire dia
2.7/3.7 mm (ID/OD),(Zn+Polymer) coated, Mechanically edged/selvedged. Polymer coating shall comply with the requirements specified in IRC:SP:116- 2018/IS 16014:2018. Stone filling for gabions of size in the range of 120mm- 250mm, strong, hard, durable having good crushing strength and preferably having flat face and density not less than 22kN/m3, compacting the base etc. all complete as per specification, drawings and instruction of Engineer-in-charge is in the scope of Contractor.
Size: 1.0m (L) x 1.0m (W) x 0.5m (H) Gabion with 3m tail mesh.
(MINE WASTE ROCK TO BE PROVIDED AS FREE ISSUE MATERIAL BY THE OWNER. SORTING OF ADEQUATE SIZE, BREAKING MINE WASTE ROCKS AVAILABLE WITHIN PLANT TO REQUIRED SIZE AND TRANSPORTATION WITHIN A LEAD OF 5KM IS IN THE SCOPE OF CONTRACTOR.)
30055
123225500
4100
Filling of approved material of specified quality in Gabion wall for all depths and heights obtained from Mine waste deposits with all lifts and leads, sorting, screening as per specification, transporting to site, unloading, spreading in layers of loose thickness not exceeding 250mm, watering, ramming, compacting with mechanical vibratory compactors and/or other equipment to the specified levels to achieve 95% of the maximum dry density as per IS code 2720 (part VIII), including preparation of subgrade to the required slope, providing testing apparatus and testing the degree of compaction all complete as per drawings, specifications and direction of Engineer-in-charge. The rates shall be inclusive of the cost of all labour, equipment etc. all complete.
(MINE WASTE TO BE PROVIDED AS FREE ISSUE MATERIAL BY THE OWNER).
218950
118233000
540
Design of gabion faced Mechanically stabilized earth wall including RE wall, RCC footing, drainage, pile and associated facilities/structures as per the specifications and soil report, site conditions, and submission of design report (s), drawings, etc., to the Owner/PMC for their approval, including the incorporation of comments and submission of final documents/AFC drawings
and as-built drawings.
1
2689870
2689870
DRAINAGE LAYERS
Supply and installation of minimum 6 inch dia. Perforated PVC drainage pipe line (minimum 6Kg/Sq. cm pressure) wrapped Terram 1000/eqv. geotextile layer as per design, specification, drawings and instructions of Engineer-in-charge.
785
800700
1020
GABION
Supplying & construction of gabion wall with woven, double twisted wire mesh gabions, mesh type 10x12 (100mmx120mm maximum size) of wire dia. 2.7mm (min), Zn + Ultraviolet resistant PVC coated gabions of size 1.0mx1.0mx1.0m. Stone filling for gabions of size in the range of 120mm-250mm, strong, hard, durable having good crushing strength and preferably having flat face and density not less than 22KN/m3, compacting the base etc. all complete as per specification, drawings and instruction of Engineer-in-charge.
(MINE WASTE ROCK TO BE PROVIDED AS FREE ISSUE MATERIAL BY THE OWNER. SORTING OF ADEQUATE SIZE, BREAKING MINE WASTE ROCKS AVAILABLE WITHIN PLANT TO REQUIRED SIZE AND TRANSPORTATION WITHIN A LEAD OF 5KM IS IN THE SCOPE OF CONTRACTOR.)
683
3278400
4800
CONSTRUCTION OF BORED CAST-IN-SITU RCC PILES
Construction of Bored cast-in-situ RCC straight shafted piles as specified in specific requirements and as per items given below by approved techniques to depths specified using stone chips of 10mm and down size, through all types of soil strata, maintaining borehole sides in position by bentonite slurry by suitable method, tremie concreting, supply of necessary material including plastisizers if required, mobilization of piling rigs and other ancillary equipment/accessories as specified including demobilization etc complete, labour & carry out any ancillary work adjunct to piling work, disposal of surplus materials including earth, muck etc beyond specified lead, shifting plant and equipment from one pile location to another, all complete as per specifications, drawings & direction of Engineer-incharge (Cost of reinforcement is excluded,
cement supplied by contractor at his own cost and duly approved by Engineer-in-
Charge). Diameter of pile 300 mm, Length below COL as per specs M, Grade of
2160
8640000
4000
Construction of bored cast-in-situ RCC straight shafted piles by suitable ROCK CUTTER/ROCK DRILLING BIT in Disintegrated/weathered/Hard rock strata, to depths specified using stone chips of 10mm and down size, maintaining borehole sides in position by bentonite slurry by suitable method, tremie concreting supply of necessary material including plastisizers if required, mobilization of piling rigs and other ancillary equipment/accessories as specified including demobilization etc complete, labour & carry out any ancillary work adjunct to piling work, disposal of surplus material including earth, muck etc beyond specified lead, shifting plant equipment from one pile location to another, all complete as per specifications, drawing & direction of Engineer-in- charge (Cost of reinforcement is excluded, cement
supplied by contractor at his own cost and duly approved by Engineer-in- Charge). Diameter of pile 300 mm, Length below COL as per specs M, Grade of
240
1440000
6000
Rate per meter length in INCREASE in pile length over specified length ( cement Supplied by Contractor at his own cost and duly approved by Engineer-in- Charge) Diameter of pile 300 mm, Length of pile as per specs M
240
960000
4000
ROUTINE PILE LOAD TEST
Conducting ROUTINE PILE LOAD TESTS by direct loading on piles as per
specifications and directions of Engineer-in-Charge.
-
-
-
Conducting ROUTINE LATERAL pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same in 5 copies (cost of pile is excluded) Diameter of pile 300 mm, Type of pile Bored Cast-in-Situ RCC Piles Safe pile capacity As per AFC Drawing T
2
400000
200000
GROUND IMPROVEMENT
GeoTextile
-
-
-
Supplying and laying of Geotextile Terram 1000 or equivalent for hard stand, road, RCC pavement, foundation etc. as directed by the Engineer-in-charge including royalties, taxes, handling, transportation, unloading, storage, stretching, joining, lapping, sewing etc. all complete as per drawing, manufactures specification and direction of the Engineer-in-charge. (The rate shall be inclusive of cost of all labour, material, equipment etc., all complete).
81000
11340000
140
BOULDER SOLING-FIM ITEMS
Laying of RANDOM RUBBLE SOLING below hard stand, road, RCC pavement, foundation etc. in layers of 200mm loose thickness (maximum) with nominal size of stones 100 mm to 150 mm, filling of voids with small size stones and sand, including watering, ramming, rolling, compacting, quarrying, royalties, transportation, handling etc., all complete as per specification, drawing and direction of the Engineer-inchange.(The rate shall be inclusive of cost of all labour, material-excluding mine waste rock, equipment, etc., all complete).
MINE WASTE ROCK TO BE PROVIDED AS FREE ISSUE MATERIAL BY THE OWNER. SORTING OF ADEQUATE SIZE, BREAKING MINE WASTE ROCKS AVAILABLE WITHIN PLANT TO REQUIRED SIZE AND TRANSPORTATION WITHIN A LEAD OF 5KM IS IN THE SCOPE OF CONTRACTOR.
1560
3619200
2320
CIVIL, STRUCTURE AND ARCHITECTURE
NEW TECHNOLOGIES AND MATERIALS
-
-
-
Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermobonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm characteristic opening size (090) of 110 micron and tensile strength of 8.0 KN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of
1.0 & 20 kPa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge.
37000
25900000
700
Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. having thermobonding a draining core - HDPE geonet comprises of two sets of parallel overlayed ribs integrally connected to have a rhomboidal shape with a polyethylene film and a nonwoven geotextile having mass per unit area 130 gsm and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 0.7 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 13.5 kN/m , with mass per unit area of 830 gsm, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete and as directed by Engineer - In - Charge.
32930
27331900
830
Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester core with PVC/ polyethylene coating with Minimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degree Celcius corresponding to 12
Ultimate tensile strength- 100 kN/m
23860
6680800
280
Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester core with PVC/ polyethylene coating with Minimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degree Celcius corresponding to 12
Ultimate tensile strength- 200 kN/m
119285
35785500
300
Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester core with PVC/ polyethylene coating with Minimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degree Celcius corresponding to 12
Ultimate tensile strength- 300 kN/m
107355
49383300
460
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