Odisha Mining Corporation Limited Tender
Search from a pool of business opportunities related to Odisha tenders on the online platform of BidAssist. Be it an Odisha PWD tender or a civil aviation tender, one can find every tender Odisha government, as well as PSUs and other organizations, post online. Every tender, active or achieved, is sourced from the eProcurement Odisha website and thus carries full credibility.
Costs
EMD
₹ 19,57,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_OMC_55976_1Tender No
NIT-19/Eproc/OMC/2019Tender Authority
Odisha Mining Corporation Limited ViewPurchaser Address
-Website
http://https://omcltd.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Loosening, levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction & clause 305 of MoRT&H Specified for Road & Bridge works (5th Revision)
10980
223992
20.4
Reworking the scarified surface depth up to 0.6m suitabling after supplementing the base materials with sand (40%) and compacting, finished surface as per clause no: 501 of MoRT&H specifications for Road & Bridge works etc. complete and as per direction of EIC.
52800
7123776
134.92
Construction of embankment with approved materials deposited at site from road-way cutting and excavation from drain and foundation of other structures,graded and compacted to meet requirement of Table 300-2 as per appd. drawing and technical specification as per clause 305 of MoRT&H specifications of road & bridge works (5th revision)
50376.37
3312246
65.75
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 as per clause-305 of MoRT&H Specifications for Road & Bridge works (5th Revision)
67344.53
9092858
135.02
Construction of moorum shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 as per clause-305 of MoRT&H Specifications for Road & Bridge works (5th Revision)
1629
1292187
793.24
Furnishing and laying of the live sods of perrinal turf grass on embankment slope within 5Km average lead by mechanical means as per direction of Engineer-in-charge.
89652
6147437
68.57
Construction of granular Sub-base by providing close graded materials, (Grading-II), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve desired density complete as per Clause-401 of MoRT&H (5th revision) and as per direction of EIC.
6505.76
8689418
1335.65
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoRT&H specifications for Road & Bridgeworks (5th Revision) and as per direction of EIC.
6165.9
9582178
1554.06
Providing and applying primer coat with bitumen emulsion on prepared surface of granular base includig clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Clause 502 of MoSRT&H Specifications for Road & Bridge works (5th Revision)
23868
559465
23.44
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MoSRT&H specification for road and bridge work (5th revision)and direction of EIC.
47736
400027
8.38
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects and as per direction of EIC.
3580.2
23625489
6598.93
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 509 complete in all respects and as per direction of EIC.
1287
9269334
7202.28
Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS-383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to be exceeded 15:1, aggregate gradation after blending to be as per Table 600.1, cement content not to be less than 150kg/Cum, Optimum moisture content to be determined during trial length construction, contrete strength not to be less than 10Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver, compacting with vibratory roller, finishing and curing as per Clause No: 601 of MoRT&H specification for Road & Brige works (5th Revision) as per direction of EIC.
1435.75
5517529
3842.96
Construction of un-reinforced, dowel jointed (at expansion and construction joint only) plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement of M40 grade concrete with coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mxing plant as per approved mix design, tranported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strips, dowel bar, tie rod, admixture and approved curing compound and finishing to lines and grades as per drawing and technical specifications of Clause No: 602 of MoSRTH of Road and Bridge work (5th Revision) and as per direction of EIC.
2902.72
15505836
5341.83
Reinforced cement concrete M-15 grade boundary pillar as per IRC: 25-1967, fixed in position including finishing, painting and lettering as per Clause No: 806 of MoRT&H specification and direction of EIC.
293
146092
498.61
Reinforced cement concrete M-15 grade 200m, 5th Km / Hectometre stone (Pre - Cast) of standard design as per IRC : 8-1980 fixing in position including painting and printing etc as per Clause No: 804 of MoRT&H specification and as per direction of EIC.
15
7215
481
Reinforced cement concrete M-15 grade Ordinary KM stone (Pre Cast) of standard design as per IRC: 8-1980, fixing in position including painting, printing etc as per Clause No: 804 of MoRT&H specification and as per direction of EIC.
4
6651
1662.82
Rough stone dry packing in aprons and revetments and stone pitching in slopes with hard stone of size 30 cm and above as per approved drawing and Clause 2504 of MoSRT&H Specifications for Road & Bridge works (5th Revision).(without cost of stone) (to be re-used from dismantalled item)
637.22
356244
559.06
Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area (for road marking), thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes etc. complete in all respect as per clause 803 of MoRT&H specification for road and bridge work (5th revision) and direction of Engineer-in-charge.
1348
670360
497.3
Supplying and fixing Moulded shank raised pavement marker (3M KE - MSRPM Red) by 3M of size 90mm x 100mm x 17mm of Moulded twin shank for longer durability & displacement resistance, wet & dry retro - reflective, Moulded in body colour, rumble effect and application in finger grips in proper position complete as per specifications and direction of EIC.
3660
1042734
284.9
Supplying and fixing of 15cm dia and 1.0 long of RCC M-15 guard post (Pre cast) of standard design as per IRC, fixing in position as per direction of EIC.
644
188292
292.38
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting,1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing complete in all respect and as per direction of the Engineer-in-charge. (Facility information Sign Board (800mm x 600mm size rectangle)
4
28168
7042.13
Providing and fixing of retro-reflectorised cautionary, mandatory and Directional / Place Indicating sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting,1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing complete in all respect and as per direction of the Engineer-in-charge. (Directional / place indication sign 1200x700mm)
1.68
23361
13905.53
Providing and fixing of retro-reflectorised cautionary, mandatory and Directional / Place Indicating sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting,1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing complete in all respect and as per direction of the Engineer-in-charge. (Directional / place indication sign 1800x1200mm)
2.16
30699
14212.85
Providing and fixing of retro-reflectorised cautionary, mandatory and Route Marker sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting,1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing complete in all respect and as per direction of the Engineer-in-charge. (Route marker sign 450x600mm)
2
9254
4627.13
Providing and fixing of retro-reflectorised cautionary, mandatory and Cautionary sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting,1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing complete in all respect and as per direction of the Engineer-in-charge. (Cautionary sign triangular 900mm side)
13
72112
5547.13
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting,1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing complete in all respect and as per direction of the Engineer-in-charge. (Speed limit sign post 600mm dia Circular)
10
47766
4776.6
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, of MoRT&H specifications for Road and Bridge works (5th Revision) fixed over aluminium sheeting,1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing complete in all respect and as per direction of the Engineer-in-charge. (Stop sign post)
3
27750
9250.13
Providing and errecting a "W" Metal beam crash barriers comprising of 3mm thick corrogated sheet metal beam rail 70cm above road / ground level, fixed on ISMC series channel verticle post 150 x 75 x 5mm spaced 2.0 mtr C/C 1.80 mtr high, 1.10 mtr below ground / road level, all steel parts and fitments to be galvanized by hot process all fittings to confirm to IS-1367 & IS-1364, metal beam rail to be fixed on the verticle post with a spacer of channel section 150 x 75 x 5mm, 330mm long complete as per Clause - 810 of MoRT&H specification and as per direction of EIC.
1720
4232851
2460.96
Earth work in excavation in hard of soil including rough dressing and breaking clods to Maximum 5cm to 7cm and laying in layers not exceeding 0.3m depth and as per direction of Engineer in Charge.
13499.77
2293475
169.89
Filling foundation and plinth with river sand, well watered, rammed including cost, conveyance, royalties of materials, cost of all labour and T&P required for the work etc. complete as per direction of EIC.
216.1
116639
539.75
Plain cement concrete of grade M-15 (PCC M-15) using metal in open foundation complete etc including form work as per drawing and technical specification as per Clause No: 1500, 1700 & 2100 of MoRT&H specification and as per direction of EIC.
931.96
3653115
3919.82
Plain cement concrete of grade M-15 (PCC M-15) in open using granite chips foundation / sub structure complete etc including form work as per drawing and technical specification as per Clause No: 1500, 1700 & 2100 of MoRT&H specification and as per direction of EIC.
679.45
2844755
4186.85
Supplying and laying reinforced cement concrete hume pipe of 1000mm dia NP4 concrete pipes for culvert bedding PCC M-20 grade (Cast-in-situ) mechanically mixing, vibrating, centering & shuittering using tools and plants equipments & mechinary complete in single / multiple rows including fixing and jointing cement mortar (1:2) and jute fibre if required complete as per drawing and techincal specification section 2900 and clause of MoRT&H specifications for Road and Bridge (5th Revision) and as per direction of EIC.
110
797759
7252.36
Providing and laying filter mateials with gravel backing underneath pitching in slopes complete as per drawing and technical specification Clause No: 2504 of MoRT&H and direction of EIC.
238.72
192988
808.43
Rough stone dry packing in aprons, embankment and revetments with hard granite stone boulder of 30cm and above size including cost, conveyance and royalties of all materials, cost of all labour, T&P required to complete the work as per specification and direction of EIC.
768.94
1125751
1464.03
Plain / reinforced cement concrete of M-15 grade in Substructure / wall in foundation including form work complete as per drawing and technical specification of Clause No: 1500, 1700 & 2100 of MoRT&H and as per direction of EIC.
443.09
1758743
3969.27
R.C.C M-20 grade concrete with 20mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work comp. in all respect, excluding cost of reinforcement, binding wires and labour charges for bending, binding and tying the grills. in foundation
2714.32
12825243
4725.03
R.C.C M-20 grade concrete with 20mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work comp. in all respect, excluding cost of reinforcement, binding wires and labour charges for bending, binding and tying the grills. in Sub structure
1381.95
7951906
5754.12
R.C.C M-20 grade concrete with 20mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work comp. in all respect, excluding cost of reinforcement, binding wires and labour charges for bending, binding and tying the grills. in Super structure
524.02
3038414
5798.28
Supplying, decoiling, straightening, cutting, bending, placing in position and tying the grills of HYSD steel reinforcement Fe 500 conforming to IS-1786, 2008 in position binding with galvanized binding works of 18 gauge complete for all RCC works in foundation, deck slab, Abutment/Pier shaft, cap, return wall, fly wing & dirt wall as per working drawing and technical specification section 1000,1600, 2100,2200 & 2300 of MoRT&H specification for Road & Bridge works (5th revision) as directed by Engineer in charge.
459.89
28545988
62071.34
Filter media using Metal spall backing in the rear of wall steining or weep holes of abutments / drain wall etc and for deep drains using 45mm size HG (HB) metal including cost, conveyance, royalties of all materials, cost of all labour, T&P required to compelte as per direction of EIC.
1174.11
1542487
1313.75
Construction of R.C.C railing cast in situ of M-30 grade including cost of reinforcement true to line and grade, tolerance of vertical R.C.C. post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm, leaving adequate space between vertical post for expansion complete as per approved drawing and section no. 1500, 1600, 1700 and 2703 of MoRT&H Specifications for Road & Bridge works (5th Revision).
101.44
161045
1587.59
Supplying, Providing, fixing weep holes in plain / reinforced concrete abutments / return walls with 100mm dia PVC pipe extending through the full width of the structure with slope of one vertical : 20 horizontal towards drainage face completeas per drawings and as per section 2200, 2700 ( Clause 2706) of technical specifications for Road & Bridge works MoRT&H (5th revision) & as per direction of Engineer in charge.
3607.75
503966
139.69
P.C.C M-30 grade in wearing coat including cost of surface / skin reinforcement as per approved drawing and technical specifications and as per relevant clauses of Section 1500, 1600, 1700 & 2702 of MoRT&H Specifications for Road & Bridge works (5th Revision)
144.9
1396299
9636.3
Supplying, fabricating welded water tight drainage spout assembly to dimensions shown on drawing of dia not less than 100mm with galvanized steel conforming to IS:226 & fixing in position with suitable fixtures at specified locations on bridge decks including painting two coats with bituminous paint sealed with sealant as per IS1834 around the spout to the deck slab as per clause 2705 of technical specification for road and bridge work MoRT&H (5th revision) as per direction of EIC.
83
63736
767.91
Painting two coats with approved brand of synthetic enamel paint of approved shade and quality over a coat of approved primer including cost of paint, primer, putty, scaffolding, T&P, cost, conveyance of all materials and cost of all labour and T&P required for the work etc. complete as per the direction of EIC. (Paints of Burger/Nerolac/J&N /Asian/ ICI Brand is to be used.)
535.89
32507
60.66
Filling in foundation and plinth with excavated earth or moorum or extra good earth including laying, watering and ramming in 23 Cm (9") thick layers with all necessary leads and lifts complete inclusive cost of all labour T&P and required to complete as per direction of EIC.
2223.05
209811
94.38
Cement concrete of Prop (1:3:6) by using 40cm size BHG crusher broken metal in foundation laying in layers not exceeding 150mm thick including cost, conveyance, royalties of all materials, cost of all labour, T&P required to complete as per specification and direction of EIC.
220.28
944540
4287.91
R.C.C M-20 grade concrete with 20mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work comp. in all respect, excluding cost of reinforcement, binding wires and labour charges for bending, binding and tying the grills. in Base slab
180
823802
4576.68
R.C.C M-20 grade concrete with 20mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work comp. in all respect, excluding cost of reinforcement, binding wires and labour charges for bending, binding and tying the grills. in wall both side
252
1402551
5565.68
R.C.C M-20 grade concrete with 20mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work comp. in all respect, excluding cost of reinforcement, binding wires and labour charges for bending, binding and tying the grills. in slab
36
188971
5249.2
R.C.C M-20 grade concrete with 20mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work comp. in all respect, excluding cost of reinforcement, binding wires and labour charges for bending, binding and tying the grills. ( in Dart wall & Return wall etc.)
1312.7
6643955
5061.29
Providing and laying of Filter media in abutment backside with granular materials / stone crushed aggregates of thcikness not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and return wall to the full height compacted to firm condition complete as per drawing and clause 2200, 2504.2.2 of technical specifications for Road and Bridge works MoSRT&H (5th Revision) & 710.1.4 of IRC78 and as per direction of EIC.
1317
2232986
1695.51
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements