Works Department Tender
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Costs
EMD
₹ 8,69,100Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_EICCL_94380_16Bid Award Id
ViewTender No
CCENC (R AND B) /15/ 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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Up to 0.600m dia
7.5
1633
217.77
... More
Up to 0.900m dia
37.5
18837
502.33
... More
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used.
17200
108704
6.32
... More
Excavation for roadwork in soil with hydraulic excavator of 0.9cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment and as per MoRT&H Specifications etc complete
9081.2
672008
74
... More
Scarifying the existing BT surface and stacking them away from the work site as per specification and direction of Engineer-in-charge as per Clause No.501.8.3.2, 501.8.7.2 of specification of Road & Bridge work (Latest Revision)
22158
125635
5.67
... More
Reworking the scarified bituminous surface suitably after supplementing the base materials with sand and compacting finished surface as per technical specifications as per Clause 501.8.3.2 of MoSRT&H Specifictions for Road & Bridge works (Latest Revision)
22158
677370
30.57
... More
Loosening, levelling Compacting original ground supporting embankment to facilitate construction of earthen embankment, sprinkling water to OMC and compacting by rolling so as to achieve minimum required, density table 300-1, 300-2 in embankment construction as per technical specification Cl. 305.3.4 of specification for road and bridge works MORT&H (5th revision) complete as per direction of Engineer-in-charge.
5927.27
210832
35.57
... More
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.
8198.98
291227
35.52
... More
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.
19271.25
3899922
202.37
... More
Construction of moorum shoulders with approved material and material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement with approved quarry with all Lead & Lift etc Complete
1492.6
1266321
848.4
... More
Furnishing and laying of live sods of perrinial turf grass on embankment slope within all leads and lifts by mechanical means includinf cost conveyance all materials with T&P required for the work complete in all respect as directed by Engineer In Charge
22158
576108
26
... More
Construction of granular Sub-base by providing Granular sub-base Grading-VI 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 complete as per Clause 401 of MoSRT&H Specifications for road & Bridge works(5th. Revision) .
6055.18
12971709
2142.25
... More
Providing laying and compacting graded stone agregate to Wet Mix Macadum specification including premixing the material with water at OMC in mechanical mix plant,carriage of mixed material by tipper to site, laying in uniform layer with paver in sub-base and base course on well prepared surface and compacting with vibratory roller to achive desired density etc complete as per the direction of Engineer-in-charge .
7346.39
17869354
2432.4
... More
Providing & applying Primer Coat with Bitumen Emulsion on prepared Surface of Granular Base including clearing of road surface & applying primer at the rate of 0.60 Kg/Sqm using Mechanical means .( Output = 3500 Sqm)
27986.25
969443
34.64
... More
Providing and applying tack coat with bitumen using Pressure distributor @ 0.20kg/sqm on the prepared surface cleaned with mechanical brooms as per clause 503 of MOSRT & H Specifications for Road & Bridge works (4th.Revision)
27986.25
336954
12.04
... More
Providing and laying bituminous macadam with100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, 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 the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 507 of MoSRT&H Specifications for Road & Bridge works (5th. Revision)
1399.3
10630076
7596.71
... More
Providing and laying Semi Dense Bituminous Concrete with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder using 60/70 penetration grade bitumen @4.5 to 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 compactin as perf MoRT&H specification Clause No.508 for Road & Bridge works (4th Revision) complete in all respect and as per direction of Engineer-in-charge.
699.66
6729581
9618.36
... More
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 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
85.28
374661
4393.31
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Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, max size of coarse aggregate not exceeding 25mm (Flexural strength not less than 4.5 MPa), mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or skid form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding approved, curing compound, finishing to lines and grades as per drawing and as per Clause 602 of MoSRT&H Specification for Roads & Bridge works.
852.75
6260583
7341.64
... More
Providing & fixing RCC M-15 RCC 5th Km. stone/ Ordinary Km. stone/ Hectometer Stone of standard design as per IRC8-1980 along with reinforcement complete as per drawing as per Clause 804,806 & Section no.1000, 1500, 1600, 1700, 2300 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (LatestRevision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect complete in all respect as directed by Engineer-in-Charge
-
-
-
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a) 200 m
34
22634
665.73
... More
b) Ordinary Km stone
7
16322
2331.72
... More
c) 5th Km stone
5
19241
3848.26
... More
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting & Letter painting RCC M-15 as per drawing as per Clause 804,806 & Section no.1000, 1500, 1600, 1700, 2300 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (LatestRevision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect complete in all respect as directed by Engineer-in-Charge
86
59843
695.85
... More
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35.
1641.86
457208
278.47
... More
Providing & fixing RCC M-15 RCC Guard Post of standard design as per IRC8-1980 along with reinforcement complete as per drawing as per Clause 804,806 & Section no.1000, 1500, 1600, 1700, 2300 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (LatestRevision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect complete in all respect as directed by Engineer-in-Charge
500
226955
453.91
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Painting two coats with any approved synthetic enamel paint of approved quality shade and make over a coat of priming to new concrete surface work including cost of the primer and painting the surface with cost, conveyance and taxes of all materials and labour with T&P required for the work etc. complete in all respect.
376.78
50778
134.77
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Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of class-B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3,3mm/4mm thick Aluminum composite material sheet depending on the size of the sign over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB,3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of Irc 67. as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge.
-
-
-
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Facility Information signs (800x600 mm)
18
120045
6669.22
... More
Directioal/Place indication sign (1200x700 mm)(up to 0.90 sqm)
4.2
51061
12157.43
... More
900mm Equilatral triangel
16
89758
5609.9
... More
Circular 600 mm dia.
16
80823
5051.49
... More
Road way Indicator confirming to IRC:79
10
12480
1248
... More
Hazard Marker confirming to IRC:79
10
46200
4620
... More
Object Marker confirming to IRC:79
10
7500
750
... More
90 cm high octagon
10
82458
8245.89
... More
Providing Reflected RPM(Road Stud)100x100mm size, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surfaceby drilling hole 30mm upto a depth of 60mm and bedded in a suitable bituminious grout or epoxy mortar, all as per BS 873 part 4:1973.
600
169200
282
... More
Providing, laying, spreading Coarse sand in layers not exceeding 225mm thick watering and compacting to the required density in O.M.C. with Vibratory Roller with cost, conveyance, royalties and taxes of sand with labour and T&P required for the work etc. complete (Measurement will be taken on finished compacted section only).
562.06
1033851
1839.38
... More
P.C.C.M-15 Grade in Leveling bed using 40mm 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).
394.63
2198771
5571.73
... More
P.C.C.M-15 Grade in Sub Structure bed using 40mm 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).
980.35
6081365
6203.26
... More
Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .
287.5
2383429
8290.19
... More
Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications 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.
137.99
111875
810.75
... More
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 2504 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.
417.2
828375
1985.56
... More
Reinforced cement concrete M-20 nominal mix in foundation with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge.(DRAIN)
-
-
-
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Foundation
165
1055244
6395.42
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Wall
247.5
2132823
8617.47
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Slab
165
1298383
7868.99
... More
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)
38.94
3292931
84564.24
... More
Filling in foundation and plinth with excavated earth including laying in layers not exceeding 23cm (9”) thick ramming and watering including all leads and lifts, T&P etc. complete as directed by the Engineer-in-charge.
603.43
29769
49.33
... More
Providing and laying of Filter media with 45mm size stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall
52.99
138162
2607.34
... More
Providing weep holes in Brick masonry/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 face Complete as per drawing and Technical specification.
133
11903
89.5
... More
Reinforced cement concrete M-25 nominal mix in foundation with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge.
-
-
-
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Return wall Raft
39.75
271277
6824.58
... More
Return wall stem
40.5
507793
12538.1
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