Works Department Tender
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Costs
EMD
₹ 2,80,400Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Improvement Of The Road Markona Oupada Via Gandibed From 0.800 Km To 1.300 Km, 1.330 Km
Description
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Contact
Tender Id
2024_EICCL_105860_3Tender No
CCEEC-05/2024-25Tender 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.
412.73
36
14858.28
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.
506
35
18119.86
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
959
1813
1738925.93
Providing and filling sand with good river course sand and well-watered & rammed etc. complete as per the direction of Engineer-in-charg
87.3
1491
130244.62
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.
420.75
4171
1755066.06
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.
2805
33
93069.9
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.
37811.4
11
438612.24
Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared su.(AR, P-169/45)
869.55
8577
7458512.95
Providing and laying semi dense 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....
945.29
10490
9916460.76
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.
2471.34
278
688589.46
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)
8
6823
54590.4
(ii) Directioal/Place indication sign (1200x700 mm)(up to 0.90 sqm)
1.68
12320
20699.05
(iii) Advance direction/Destination/Place identification signs (1800x1200 mm)(above 0.90 sqm)
4.32
13091
56555.76
(iv) Route marker signs (450x600 mm)
24
5099
122383.92
(b) Cautionary signs triangular 900mm side.
44
5764
253637.12
(i) Circular 600 mm dia.
24
5206
124945.92
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
842.6
92
77822.54
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.
61.7
6421
396234.32
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
89.6
7271
651503.1
Wall (Both side)
128
9622
1231690.24
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.
67.2
8805
591749.76
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
14.24
85780
1221509.48
Filling Foundation & plinth with excavated earth
277.89
61
17112.47
P.C.C. M-15 in Foundation and sub structure
71.25
7090
505178.89
Providing weep holes.
12.5
92
1157.75
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.............
5.4
2992
16157.56
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
22.5
1611
36265.95
Rough stones dry packing in aprons and revetment with hard other than granite stone 30 cm and above.
45
3096
139348.35
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