Works Department Tender
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Costs
EMD
₹ 9,12,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_EICCL_99408_2Bid Award Id
ViewTender No
CCE DKL R and B/27-2023-24Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Providing and fixing Steel Linear 6mm thick for piles including fabricating and setting out as per detailed Drawing and clause No. 1200 & 1900 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge.
41.33
4191726
101420.91
... More
Providing ad laying RCC of M30 garde of controlled quality having minimum cube strength of 300 Kg/CM2 at 28 days by Batching Plant using 20mm and down graded black hard granite crusher broken stone agrregates, clean rever sand from approved quarry and using minimum quantity of approved quality cement as per clause 303.5 of IRC -21-1987 and IS-456-1987 including hoisting , lowering and laying concrete in layers to the required thickness and compacting each layer by means of vibrator including watering, curring and cost convence royality taxes etc all complete including rigid centering, shutering but excluding cost of reinforcement as per section 900,1000,1500,1700, 2200 & 2300 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge
-
-
-
... More
Abutment & Pier shaft
46.04
359523
7808.93
... More
Abutment & Pier cap
198.03
1586251
8010.16
... More
Wing Wall
11.19
123410
11028.64
... More
Dirt Wall
27.5
289452
10525.56
... More
GIRDER & Deck Slab
885
14671565
16578.04
... More
Providing ad laying RCC of M35 garde of controlled quality having minimum cube strength of 350 Kg/CM2 at 28 days in PILE CAP by Batching Plant using 20mm and down graded black hard granite crusher broken stone agrregates, clean river sand from approved quarry and using minimum quantity of approved quality cement as per clause 303.5 of IRC -21-1987 and IS-456-1987 including hoisting , lowering and laying concrete in layers to the required thickness and compacting each layer by means of vibrator including watering, curring and cost convence royality taxes etc all complete including rigid centering, shutering but excluding cost of reinforcement as per section 900,1000,1500,1700 and 2200 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge
486.07
3313626
6817.18
... More
RCC M-40 grade for Pedestal with formwork using 20 to 10mm size crushed stone aggregates mixed by Batching Plant, laying with all leads and lifts & compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision).
3.86
39851
10324.33
... More
Supplying,straightening ,cutting,fitting and placing in position coiled or bend up M.S. rod / HYSD bars confirming to grade Fe-500, (Confirming to ISI specification) and jointing if necessary by lapping and tying the grills and placing in position as required for RCC work as per approved design, hoisting, lowering and laying in position including cost conveyance & taxes of M.S. rod / tor steel (Primary Producer like- SAIL /RINL /TATA /JINDALSTEEL /SHYAM STEEL) make and binding wire of 18 to 20 gauge (as approved by the deptt. as per Section - 1000 and 1600 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost of all materials,labour, T&P, etc. complete and as per direction of Engineer-in-charge. (weight of over lapping, couping, welded joints, spaeer bar, chair, stage, hanger and binding wires shall not be considered for payment at all. Standard co-efficient of different size of the steel shall be considered. Welding & lapping should be confirming to relevant clause of IRC 1987 in all heights)
351.34
31544548
89783.54
... More
RCC M-30 grade in Approach slab including steel of CD work with formwork using 20 to 10mm size crushed stone aggregates mixed, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1600, 2300 & Clause- 2704 of MoRT&H Specifications for Road & Bridge works (5th Revision).
23.94
251059
10487.01
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2000, 2005 & 2200 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge.
921600
470016
0.51
... More
Providing and laying P.C.C M-15 grade in levelling course using 40mm down graded crusher broken stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
204.98
982452
4792.92
... More
Providing and laying P.C.C M-15 grade in foundation using 40mm down graded crusher broken stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
443.3
2176735
4910.3
... More
PCC M-20 Grade in foundation bed with formwork of structure & CD work using 40 to 10mm size crushed stone aggregates mixed, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision) and direction of Engineer in charge.
60.35
329023
5451.93
... More
Providing weep wholes in plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and section 2200 & 2706 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge
339.98
30231
88.92
... More
Providing and laying filter media with granular materils/stone crushed agreegates satisfying the requirements laid down in clause 2200 and 2504.2.2 of MpRTH specification (latest revesion) to a thickness of not less than 600 mm width smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical specification and direction of Engineer in charge.
41
118478
2889.71
... More
Providing and fixing 25mm thick bituminous expansion joint board in expansion joint of CD & structure work etc complete as per drawing and technical specification Clause No.2604 of MoRT&H Specifications for Road & Bridge works (5th Revision).
54.89
57315
1044.19
... More
Providing and fixing Drainage spout as per approved drawing and technical specifications including cost of all labour, materials,T&P required for the work etc. complete asper section 2705 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge
48
48805
1016.79
... More
Providing Reinforced cement concrete M-40 grade crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions & as specified section 811,900,1000,1500,1600,1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
265.12
1159531
4373.61
... More
Supplying & fixing Mild Steel pipe & supporting plate over crash barrier using 50mm NB MS medium pipe with 8mm thick MS plate vertical and 122mm thick base plate @ 1500mm c/c in position including cost, conveyance of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause- 1904 & 2703 of MoRT&H Specifications for Road & Bridge works (5th Revision).
258.72
230992
892.83
... More
Providing and laying of Strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation as per section 2607 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge
77
936909
12167.65
... More
Providing & Fixing 150mm dia PVC Pipe for utility services in the Footpath of Bridge including cost, conveyance of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Section- 2300 & 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision).
518.4
796474
1536.41
... More
Painting on concrete surface with two coats of water bound cement paint to unplaster concrete surface of approved shade for finished item of work 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).
403.83
20413
50.55
... More
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).
497.67
36344
73.03
... More
Construction of granular material by providing Granular sub-base Grading-IV material as per table 400-1 ,spreading in unifrom layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired density as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 of MoRT&H Specifications for road & Bridge works(latest Revision) including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction of Engineer-in-charge.
1973.92
5632837
2853.63
... More
Providing wet mix macadum using crushed stone aggregates as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 406 of MoRT&H Specifications for road & Bridge works(latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction of Engineer-in-charge.
1715.39
4470049
2605.85
... More
Providing and applying primer coat with Medium setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer @ 0.60 Kg/ Sqm using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 502 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
6861.54
240085
34.99
... More
Providing and applying tack coat with Medium setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsion @ 0.20 Kg/ Sqm using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
8244.9
100257
12.16
... More
Providing and laying bituminous macadam Grading ll with hot mix plant minimum capacity of 60-90 TPH Producing an avarage out put 75tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen @3.3% of total mix, 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 approved drawing and technical specification complete in all respect as per Section 900 and Clause 504 of MoSRT&H Specifications for Road & Bridge works (latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction of Engineer-in-charge.
343.08
2588813
7545.8
... More
Providing and laying bituminous concrete grading-II with minimum capacity of 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5 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 approved drawing and technical specification complete in all respect as per Section 900 and clause 508 of MoRT&H Specifications for Road & Bridge works (latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction of Engineer-in-charge.
69.17
676136
9775
... More
Providing and laying semi dense bituminous concrete grading-II with minimum capacity of 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5 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 approved drawing and technical specification complete in all respect as per Section 900 and clause 508 of MoRT&H Specifications for Road & Bridge works (latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction of Engineer-in-charge.
171.54
1620231
9445.21
... More
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 cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2mm nominal size @ 0.005cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 degree centigrade,protruding 1 mm to 4 mm over mastic surface all complete as per Clause 515 of MoRT&H Specifications for Road & Bridge works (5th. Revision)
1383.36
1806474
1305.86
... More
Providing and laying R.C.C M-30 grade in wearing coat including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 900,1500,1600 & 2702 of MoRT&H specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
2.64
33773
12792.92
... More
Construction of embankment with approved materials obtained from borrow pits with all leads and lifts transporting to site,spreading, grading to required slope and compacting at OMC by Vibratory Roller to meet the requirement of Table-300.2 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 of MoRT&H Specifications for Road & Bridge works (latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction of Engineer-in-charge.
5632.83
1140366
202.45
... More
Construction of embankment with material deposited at site from road way cutting & excavation from drain & foundation of other structures graded & complete to meet the requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 of MoRT&H Specifications for Road & Bridge works (latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction of Engineer-in-charge.
1172.87
41683
35.54
... More
Providing, laying gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifiactions complete in all respect as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction of Engineer-in-charge.
102.5
91217
889.93
... More
Providing Rough stone dry packing in aprons and revetments and stone pitching in slopes and boulder approns etc with hard granite stone of size 30 cm and above as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
204.18
426258
2087.66
... More
Providing Rough stone dry packing in aprons and revetments and stone pitching in slopes and boulder approns etc with hard granite stone of size 30 cm and above (Reusing stone obtained from dismantling of structure) as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
0.81
553
683.69
... More
Grouting approns and revetments 23 cm deep with using cement concrete (1:4:8) with 25mm size hard broken granite metal including watering and curing and cost, carriage, royality, taxes of all materials, labour, T&P etc complete as per specification and direction of the Engineer-in-charge.
697.14
198008
284.03
... More
Rough stone dry masonry with sand grouted for the walls with hard granite stones including cost, conveyance, royality of all materials with cost of all labour etc complete as per approved Drawing & Technical Specifications and Section -1400 of MoRT&H Specifications for Road & Bridge works (5th Revision).
21.14
47848
2263.4
... More
Back filling behind abutment, wing wall and return wall with sand including cost conveyance, taxes as per specifiation complete as per drawing and Technical sprcification as per section 2200 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge
45.72
58176
1272.45
... More
Providing and laying sub-base (With Moorum) in shoulders in layers not exceeding 225mm watering and compaction to the required density in O.M.C. with vibratory roller including cost and conveyance, royality and taxes of sub-base materials etc. complete as per clause 401 of MoRTH specification for road and bridge work (Latest Revesion) and as per direction of the Engineer-in-charge.
216.23
156109
721.96
... More
Sand filling in foundation of structure as per approved Drawing & Technical Specifications and as per Section - 900, 2100 of MORT&H Specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction of Engineer-in-charge.
50.9
41972
824.61
... More
Providing ad laying RCC of M20 garde in foundation for CD work of controlled quality having minimum cube strength of 200 Kg/CM2 at 28 days using 20mm and down graded black hard granite crusher broken stone agrregates, clean rever sand from approved quarry and using minimum quantity of approved quality cement as per clause 303.5 of IRC -21-1987 and IS-456-1987 including hoisting , lowering and laying concrete in layers to the required thickness and compacting each layer by means of vibrator including watering, curring and cost convence royality taxes etc all complete including rigid centering, shutering but excluding cost of reinforcement as per section 900,1000,1500,1700, 2200 & 2300 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge
-
-
-
... More
For Foundation
183.2
1033051
5638.93
... More
For Sub-structure
160
1470315
9189.47
... More
Providing ad laying RCC of M25 garde in foundation for CD work of controlled quality having minimum cube strength of 250 Kg/CM2 at 28 days using 20mm and down graded black hard granite crusher broken stone agrregates, clean rever sand from approved quarry and using minimum quantity of approved quality cement as per clause 303.5 of IRC -21-1987 and IS-456-1987 including hoisting , lowering and laying concrete in layers to the required thickness and compacting each layer by means of vibrator including watering, curring and cost convence royality taxes etc all complete including rigid centering, shutering but excluding cost of reinforcement as per section 900,1000,1500,1700, 2200 & 2300 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge
-
-
-
... More
For Foundation
38.66
233547
6041.07
... More
For Sub-structure
28.18
268369
9523.4
... More
For Superstructure
13.44
105040
7815.48
... More
Providing and laying of metal spall backing in the rear side of abutment and retaining wall/ wing wall of CD work using hard granite stone aggregates to the required thickness with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall and return wall of CD works to the full height compacted to a firm condition as per drawing and technical specifications complete in all respect satisfying the requirements laid down in Clause 2504.2.2 of MoRT&H Specifications for Road & Bridge works (Latest Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
39.12
88018
2249.97
... More
Providing and fixing R.C.C. M-15 grade guard posts of 1.00metre height and 15 cm diameter using 20mm down graded stone crusher broken aggregates including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 800, 900, 1000, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
125
52063
416.51
... More
Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , 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. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H specification for road and bridge work (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
267.2
74409
278.48
... More
Providing & erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated steel metal beam rail, 70cm above road/ ground level fixed ISMC series channel vertical post 150 x 75 x 5 mm spaced 2m centre to centre, 1.8m high, 1.1m below ground / road level, all steel part & filments 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 150mm x 75mm x 5mm, 330mm long complete as per clause-811 of MoRT&H Specifications for Road & Bridge works (5th Revision).
200
821558
4107.79
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (Latest 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-25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
-
-
-
... More
90 cm Equilateral triangle
1
5704
5704.04
... More
60 cm Equilateral triangle
1
4102
4102.73
... More
60 cm Circular
1
5145
5145.63
... More
80 x 60 cm rectangular
1
6763
6763.35
... More
60 x 45 cm rectangular
1
5038
5038.88
... More
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (Latest Revision) fixed over aluminium sheeting, 1.5mm thick with area not exceeding 0.9 Sqm 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 & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.700mm x 1200mm size board
1.7
20876
12280.09
... More
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (Latest Revision) fixed over aluminium sheeting, 1.5mm thick with area exceeding 0.9 Sqm 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 & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.900mm x 1200mm size board
2.4
31338
13057.86
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