Odisha Mining Corporation Limited Tender
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Costs
EMD
₹ 52,19,478Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_OMC_98870_1Bid Award Id
ViewTender No
NIT No.14/OMC/PROJECT/2023Tender Authority
Odisha Mining Corporation Limited ViewPurchaser Address
-Website
http://https://omcltd.in/
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Documents
BOQ Items
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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.
3800
1615000
425
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Filling in foundation and plinth with excavated materials, moorum including watering and ramming as directed by the Engineer-in-charge.
2200
330000
150
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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.
61945
19822400
320
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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.
61945
22300200
360
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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.
61945
25397450
410
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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).
5780
1213800
210
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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).
5590
1285700
230
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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).
5590
1509300
270
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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.
1165
9032245
7753
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Cement concrete (1:5:10) with 4 cm. size hard granite metal
12
52380
4365
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Cement concrete (1:2:4) with 12 mm. size hard broken granite chips
315
2065770
6558
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Supplying ,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.
155
13624655
87901
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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.
945
245700
260
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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.
4660
2097000
450
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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).
250
377500
1510
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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.
18.3
549000
30000
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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).
1.85
111789
60427
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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 Geotechnical Investigation Works 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.
-
-
-
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Maximum Depth of Borehole 30 m
300
150000
500
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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 have abrasion resistance. Abrasion test, in accordance with the procedure described in par. 4.1.2.1 of EN 60229:2008, with a vertical force of the steel angle of 20N : after 100,000 cycles the polymer coating shall not expose the metal wire. 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.)
30800
126280000
4100
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Supplying and 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, material, equipment etc. all complete.
(MINE WASTE TO BE PROVIDED AS FREE ISSUE MATERIAL BY THE OWNER).
224400
112200000
500
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Design of gabion faced reinforced 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
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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.
800
816000
1020
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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.)
700
3360000
4800
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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 concrete M30
2250
9000000
4000
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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 concrete M30 Socketing length into rock 1 M
250
1500000
6000
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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
250
1000000
4000
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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
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GROUND IMPROVEMENT
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).
83000
11620000
140
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BOULDER SOLING-FIM ITEMS
Supplying and 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, 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.
1600
3345600
2091
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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.
37900
26302600
694
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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.
33750
27742500
822
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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 polyethylene coating with Minimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degree Celcius corresponding to 12 % strain .
-
-
-
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Ultimate tensile strength- 100 kN/m
24450
6650400
272
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Ultimate tensile strength- 200 kN/m
122250
34841250
285
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Ultimate tensile strength- 300 kN/m
110025
49621275
451
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