Works Department Tender
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Costs
EMD
₹ 6,07,800Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_EICCL_95679_12Bid Award Id
ViewTender No
CCENC (R AND B) /18/ 2023-24Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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BOQ Items
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P.C.C M-15 Grade in foundation bed using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
100.42
557679
5553.47
... More
P.C.C. M-15 in Foundation and sub structure using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
200
1227658
6138.29
... More
R.C.C. M-30 grade in Foundation including cost of all materials, labour charges for machineries, T&P , centering & shuttering , charges towards casting bed, roads for lifting and launching of the girders including charges towards providing cranes, vehicle with trailer for lifting and to support the errection of girder for launching and placement at the required height and position including all chargers for arrangement for movement of cranes, trailers of required nos and capacity complete but excluding cost and labour for M.S reinforcement, HT steel wire/ strand, sheating , Bearing plate, Tube 'unit', wedges etc. accesories, charges towards stressing and grouting, hire charges of Jack and other equimpment required for stressing & grouting as per direction of Engineer-in-charge
405
2697304
6660.01
... More
R.C.C. M-30 grade in Substructure Abutment Shaft including cost of all materials, labour charges for machineries, T&P , centering & shuttering , charges towards casting bed, roads for lifting and launching of the girders including charges towards providing cranes, vehicle with trailer for lifting and to support the errection of girder for launching and placement at the required height and position including all chargers for arrangement for movement of cranes, trailers of required nos and capacity complete but excluding cost and labour for M.S reinforcement, HT steel wire/ strand, sheating , Bearing plate, Tube 'unit', wedges etc. accesories, charges towards stressing and grouting, hire charges of Jack and other equimpment required for stressing & grouting as per direction of Engineer-in-charge
530.23
5551932
10470.8
... More
R.C.C. M-30 grade in Substructure Return Wall and Wing Wall including cost of all materials, labour charges for machineries, T&P , centering & shuttering , charges towards casting bed, roads for lifting and launching of the girders including charges towards providing cranes, vehicle with trailer for lifting and to support the errection of girder for launching and placement at the required height and position including all chargers for arrangement for movement of cranes, trailers of required nos and capacity complete but excluding cost and labour for M.S reinforcement, HT steel wire/ strand, sheating , Bearing plate, Tube 'unit', wedges etc. accesories, charges towards stressing and grouting, hire charges of Jack and other equimpment required for stressing & grouting as per direction of Engineer-in-charge
117.07
1137033
9712.42
... More
R.C.C. M-30 grade in Substructure Abutment/ Pier Cap including cost of all materials, labour charges for machineries, T&P , centering & shuttering , charges towards casting bed, roads for lifting and launching of the girders including charges towards providing cranes, vehicle with trailer for lifting and to support the errection of girder for launching and placement at the required height and position including all chargers for arrangement for movement of cranes, trailers of required nos and capacity complete but excluding cost and labour for M.S reinforcement, HT steel wire/ strand, sheating , Bearing plate, Tube 'unit', wedges etc. accesories, charges towards stressing and grouting, hire charges of Jack and other equimpment required for stressing & grouting as per direction of Engineer-in-charge
76.49
781575
10218.01
... More
R.C.C. M-30 grade in Substructure Dirt Wall including cost of all materials, labour charges for machineries, T&P , centering & shuttering , charges towards casting bed, roads for lifting and launching of the girders including charges towards providing cranes, vehicle with trailer for lifting and to support the errection of girder for launching and placement at the required height and position including all chargers for arrangement for movement of cranes, trailers of required nos and capacity complete but excluding cost and labour for M.S reinforcement, HT steel wire/ strand, sheating , Bearing plate, Tube 'unit', wedges etc. accesories, charges towards stressing and grouting, hire charges of Jack and other equimpment required for stressing & grouting as per direction of Engineer-in-charge
8.64
99204
11481.98
... More
4 mm Tar paper Below Super Structure including cost of all materials, labour charges for machineries, T&P , centering & shuttering , charges towards casting bed, roads for lifting and launching of the girders including charges towards providing cranes, vehicle with trailer for lifting and to support the errection of girder for launching and placement at the required height and position including all chargers for arrangement for movement of cranes, trailers of required nos and capacity complete but excluding cost and labour for M.S reinforcement, HT steel wire/ strand, sheating , Bearing plate, Tube 'unit', wedges etc. accesories, charges towards stressing and grouting, hire charges of Jack and other equimpment required for stressing & grouting as per direction of Engineer-in-charge
68.4
1710
25.01
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RCC Grade M-30 T girders with Deck Slab including cost of all materials, labour charges for machineries, T&P , centering & shuttering , charges towards casting bed, roads for lifting and launching of the girders including charges towards providing cranes, vehicle with trailer for lifting and to support the errection of girder for launching and placement at the required height and position including all chargers for arrangement for movement of cranes, trailers of required nos and capacity complete but excluding cost and labour for M.S reinforcement, HT steel wire/ strand, sheating , Bearing plate, Tube 'unit', wedges etc. accesories, charges towards stressing and grouting, hire charges of Jack and other equimpment required for stressing & grouting as per direction of Engineer-in-charge
448.4
7226118
16115.34
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Straightening bent up or coiled M.S. rod or HYSD steel (Fe-415 / Fe-500), cutting, bending, cranking, hooking, welding or jointing (if required), the M.S. rod or HYSD steel and binding, tying the grills, hoisting, lowering and placing in proper position as per drawing & design required for R.C.C. works including cost, conveyance and taxes of M.S. rod or HYSD steel and binding wires of 18 to 20 gauge and labour with all T&P required for the work etc. complete as per approvrd drawing and technical specification and as per clause-1600 of MoSRTH specification for road & bridge works (Latest Revision ) complete in all respect as directed by Engineer-in-Charge.(weight of binding wires will not be considered for payment and payment will be made on weight of M.S. rod or HYSD steel only. Steel bars of only MAJOR INTEGRATED STEEL PLANTS like SAIL, RINL, TATA, JINDAL & SHYAM STEEL etc. of Fe-415 / Fe-500 grade are to be used in the work & if required original bill of . steel has to be produced by the contractor)
251.29
21298971
84758.53
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Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in Table 500-29, prepared by using mastic cooker and laid to required level and slope after cooking the surface,including providing anti-skid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and an approximate spacing of 10 cm center to center in both direction ,pressed into surface when the temperature of surfaces is not less than 100° C ,protruding 1 mm to 4 mm over mastic surface, all complete as per Clause 515.
456.72
597307
1307.82
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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 MORTH specification clause No. 509 complete in all respects
22.84
223899
9802.96
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Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications.
48
42706
889.72
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Providing reinforced cement concrete crash barrier at the edges of road, approaches to bridge structures and medians,constructed with M40 grade concrete with HYSD reinforcement conforming to IRC :21 and dowel bars 25mm dia , 450 mm long at expansion joints filled with pre-moulded asphalt filler board keyed to the structure and installed as per design given in the MOST circular No RW/NH-33022/1/94-DO III dated 24th June,1994 and as per dimensionsin the approved drawing and at locations directed by the Engineer.
83.04
363270
4374.65
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Providing, Fitting & Fixing of Drainage Spouts in Deck slab as per approved Drawing & Technical Specifications and Section 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision).
16
15886
992.93
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RCC M-30 grade in Approach slab including steel reinforcement of CD work with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section -1600, 1700 & 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision).
22.26
245578
11032.27
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P.C.C.M-20 Grade in Substructure of CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
85
530116
6236.67
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Painting two coats with synthatic enamel paints over a coat of primer on any elevation on road kerb, parapet & guard post including cost of Paints & cost of all labour etc complete as per Technical Specifications and Clause-803 of MoRT&H Specifications for Road & Bridge works (5th Revision).
168.57
12164
72.16
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Gravel backing to approns and revetments with good quality moorum/sand and moorum admixture satisfying Liquid limit below 25 and P.I.value within 6 as per approved drawing with cost,conveyance,royalty,taxes of all materials ,all labours, T&P sundries complete as per specification and direction of Engineer-in-Charge.
41.77
33865
810.75
... More
Rough stone dry packing on Aprons and Revetments with hard stone (15cm to 30cm) size including cost, conveyance royality of all materials and labour charges etc.complete as per direction of Engineer-In-Charge.
83.54
158183
1893.51
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Grounting approns and revetments 23cm deep with cement concrete (1:4:8) as per approved drawing and specifications for finished item of work complete in all respect as per direction by the Engineer-in-Charge.
278.48
76832
275.9
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Providing and laying of Filter media with granular materials/stone crushed aggregates to a thickness not less than 600 mm 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 a firm condition complete as per drawing & as per clause 2200, 2504.2.2. of technical specifications for Road & Bridge works MoRTH (5th revision) & 710.1.4.of IRC:78 and as per instruction of Engineer in charge, excluding GST.
189.92
474207
2496.88
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Providing Weep Holes of 100mm dia using A.C./ PVC pipe including fixing with cement mortar as per approved Drawing & Technical Specifications and Clause -2706 of MoRT&H Specifications for Road & Bridge works (5th Revision).
287.5
25783
89.68
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Backfilling behind abutment, wing wall and return wall with Sand in Road work & foundation of structure including cost, conveyance, royality of sand & cost of all labour etc complete as as per approved Drawing & Technical Specifications and Section - 2100 & Clause -304 of MoRT&H Specifications for Road & Bridge works (5th Revision).
535.64
746146
1393
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) and as per Clause -305 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
1750.46
62176
35.52
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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 and as per Clause -305 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
26603.61
5383772
202.37
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Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering & Technical Specifications and as per Clause - 307 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
4900
127400
26
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Construction of granular sub-base by providing Close graded Grading-VI Material as per table 400-2, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
1428
2888472
2022.74
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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 MoSRT&H Specifications for Road & Bridge works.(Latest Revision)
1255
2957344
2356.45
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Providing and applying prime coat with slow setting bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
5020
170429
33.95
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Providing and applying tack coat with rapid setting bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous surface cleaned with mechanical broom.
5476.72
66158
12.08
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Providing and laying Bituminous Macadam Gr. II with 100-120 TPH hot mix plant producing an average output of 75tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction
251
1877108
7478.52
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Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates Grading- II (10mm nominal size) premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to he required grade, level and alignment and rolling with smooth wheeled roller, vibratory and tandem roller to achieve the required compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (Latest Revision)
125.5
1188630
9471.16
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Sand filling in Road work & foundation of structure including cost, conveyance, royality of sand & cost of all labour etc complete as as per approved Drawing & Technical Specifications and Section - 2100 & Clause -304 of MoRT&H Specifications for Road & Bridge works (5th Revision).
22.5
40569
1803.1
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Providing and laying R.C.C M-20 grade in Structure foundation as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2100 & 2200 of MoRT&H specifications for Road & Bride works (latest revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
16.8
107475
6397.35
... More
Providing and laying R.C.C M-20 grade in Structure Wall as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2100 & 2200 of MoRT&H specifications for Road & Bride works (latest revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
22.2
209959
9457.64
... More
Providing and erecting direction and place identification retro-reflectorized sign as per IRC 67made of high intensity grade sheeting vide Clause 801.3, fixed over Aluminium sheeting 2mm thick supported on a mild steel single/double angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade concrete 45 x 45 x 60 cm, 60 cm below ground level as per drawing and technical specfication Clause 801 of of specification for road & bridge works (5th revision) & as directed by Engineer in charge.
-
-
-
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90 cm Equilateral traingle
3
16835
5611.91
... More
60 cm Circular
3
15160
5053.5
... More
80 cm x 60 cm rectangular
3
20013
6671.23
... More
90 cm high octagon
3
24719
8239.69
... More
Supplying, providing 2.5 mm thick hot applied thermoplastic road marking material homogeneously composed of aggregate pigment,resin,glass reflectorizing beads with colour of the compound white as per IS 356 as specified in the drawing conforming to clause no 803 of specification for road & bridge works (5th revision) & as directed by Engineer-in-charge.
303.45
84501
278.47
... More
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
200
1042344
5211.72
... More
Providing & fixing of RCC M-15 guard Post of 1.0m height and 15cm dia using 3.5kg steel reinforcement per each as per IRC:8-1980, fixing in position with painting & printing including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete Technical Specifications and Clause- 804 of MoRT&H Specifications for Road & Bridge works (5th Revision).
200
80318
401.59
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