Works Department Tender
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Works Department - EICCL Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Nov 2024
Closing Date12 Dec 2024
Tender Amount₹ 8,23,56,899.83
Costs
EMD
₹ 8,23,600Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_EICCL_107547_3Tender No
CCEEC-07/2024-25Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density.
255.75
36
9207
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.
1770
35
63383.7
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.
16721.82
254
4250184.23
Construction of moorum shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
622.35
1130
703355.08
Construction of granular sub-base by providing Gr.-VI material, 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.
75.74
2012
152446.44
Providing and filling sand with good river course sand and well-watered & rammed etc. complete as per the direction of Engineer-in-charg
565.34
871
492880.37
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.
127.91
2369
303091.7
Providing and applying primer coat with 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.
1234.2
34
43048.9
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical means.
23892.99
12
291494.48
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
124.63
9239
1151547.55
Providing and laying bituminous concrete 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 @ 4.5 to 5 per cent of mix and filler, ...
686.43
10043
6894029.28
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 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blend , By semimechanise method.
50.99
3623
184757.17
Providing un-reinforced down jointed M-30 grade cement concrete pavement by semi-mechanized method over a prepared sub-base as per approved mix design using 43 grade cement not less than 400kg /cum course and fine aggregate confirming to IS:383, maximum size of course aggregate not exceeding 25mm, conmpacted and finished in a continious operation inclduing provision of contraction, expansion, construction and longitudinal joints and cost and conveyance of all materials including joint filler separation membrance, sealant primer, joint sealand finishing to lines and grades as per approved drawing and technical specification and as per direction of the Engineer in charge
4965.37
6546
32505496.78
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.
1480.96
278
412639.89
Painting two coats with enamel paint over a coat of primer.
38.46
160
6162.06
Providing and fixing of road stud 100x100mm diecact in aluminium resistant to corrosive effect of salt and grit, fitted with lense reflector, installed in concrete or asphaltic surface by drilling hole 30mm upto depth of 60mm and bonded in a suitable bituminous grout or epoxy motar as per BS:873 (Part 4) 1973.
1676
282
472632
Providing and errecting direction and place identification retro reflective sign as per IRC 67 made of high intensity grade sheeting as per clause no 801.3 fixed over aluminium sheeting, 2m thick with area exceeding 0.9sqm supported on a mild steel angle Iron post 75x75x6mm , 2nos firmly fixed to the ground by means of properly designed foundation with M15 grade of concrete 45x45x60cm below ground level as per approved drawing. (i) Facility Information signs (800x600 mm)
28
6670
186773.72
(ii) Directioal/Place indication sign (1200x700 mm)(up to 0.90 sqm)
5.04
12155
61262.66
(iii) Advance direction/Destination/Place identification signs (1800x1200 mm)(above 0.90 sqm)
8.64
12895
111417.03
(iv) Route marker signs (450x600 mm)
40
4946
197840.8
(b) Cautionary signs triangular 900mm side.
44
5611
246891.92
(i) Circular 600 mm dia.
44
5052
222321.88
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with
3626.97
92
334986.95
P C C- M15 as levelling coarse with 40 mm size C.B. Metal of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification.
524.86
5072
2662273.62
RCC M-20 grade as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification Base slab
268.5
5852
1571452.64
Wall (Both side)
375.9
8204
3083902.4
RCC M-20 grade in slab as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification.
268.5
7387
1983482
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
102.85
86816
8929055.43
Filling Foundation & plinth with excavated earth
1070.12
61
65897.99
M20 grade Bed concrete at specified locations as per the schedule mentioned in Drawings and as per the direction of Engineer-in-charge
194.4
5672
1102665.96
P.C.C. M-15 in Foundation and sub structure
818.5
5740
4698705.66
Providing weep holes.
615.03
90
55881.63
Providing metal spall backing in the rear side of abutment and wing walls using 5cm size hard granite metal to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface be.............
278.03
2038
566778.06
RCC M25 grade Reinforced Cement Concrete in super-structure complete as per Drawing and Technical Specifications. R C C M-25 in foundation
345.36
6224
2149741.67
R C C M-25 in wall
283.42
10296
2918268.04
RCC M-25Super Structure
91.09
8769
798800.09
Dismantaling of existing damaged CC road etc all complete.
79.2
778
61646.9
Dismantling Rubble stone masonary in cement mortar including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres.
188.16
418
78784.47
Dismantling of Prestressed / Reinforced cement concrete grade M-20 & above including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead . (AR, P-197/6)
35.28
1757
62018.71
Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all leads and lifts. 1x0.6m dia
15
285
4278.6
Laying Reinforced cement concrete pipe NP3/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 .
5
10301
51508.8
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 .
37.5
7878
295456.13
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
236.03
1077
254414.38
Rough stones dry packing in aprons and revetment with hard other than granite stone 30 cm and above.
624.57
2150
1343262.7
Rough stones dry packing in aprons and revetment with hard granite stone 30 cm and above (Reuse from dismantalled item).
10.56
868
9176.01
Dismantling of Cement Concrete Grade M-15 & M-20 including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres.
78.09
638
49823.76
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (including cost of steel)
10.51
12660
133062.38
Providind drainage spout.
8
869
6954.64
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