Works Department Tender
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Costs
EMD
₹ 3,34,800Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Rehabilitation Of Rob No.313 At Haladiapadara To Silla Petrol Pump In The District Of Ganjam Under State Plan For The Year 2024-25
Description
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Contact
Tender Id
2024_EICCL_105715_4Tender No
CCE, SC-(RandB)-BAM-05/2024-25Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
Providing & laying Bituminous Concrete of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen, preparing preemixed materials with hot mix plant, 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 and 507 of MoRT&H Specifications for Road & Bridge works (5th Revision).
348.48
9336
3253740.34
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 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.
132
14192
1873345.32
Construction of RCC Crash Barrier of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space (2 tiar)
10.4
2171
22585.06
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).
4
1025
4102.12
Painting two coats with enamel paints in road kerb & post of approved shade for finished item of work as per the direction of the Engineer-in-charge.
21.88
82
1805.76
Gravel backing to revetments as per approved Drawing & Technical Specifications and Section 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision).
11.6
2057
23862.59
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 or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
3120
8
25677.6
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 as given in Table 300-2 for embankment construction.
526.5
36
18954
Excavation for road work in soil with hydraulic excavator including cutting, trimming bottom & side slopes and transporting to the embankment locations upto 1000m lead as per approved Drawing & Technical Specifications and Clause - 301 of MoRT&H Specifications for Road & Bridge works (5th Revision).
3210.18
74
239832.55
Construction of embankment with approved materials deposited at site from roadway cutting and foundation excavation of CD & structures graded and compacted to meet requirement of table 300-2 as per approved Drawing & Technical Specifications and Clause -305 of MoRT&H Specifications for Road & Bridge works (5th Revision).
2899.34
35
103796.37
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading and compacting to meet requirement of table 300-2 as per approved Drawing & Technical Specifications and Clause -305 of MoRT&H Specifications for Road & Bridge works (5th Revision).
212.3
203
43234.9
Providing GSB Gr-vi materials, spreading in uniform layers with motor grader, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density, as per approved Drawing & Technical Specifications and Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision).
510.9
2034
1039630.41
Providing, laying, spreading & compacting graded stone aggregate to wet mix macadam specification including premixing the material at OMC in mechanical mix plant, carriage of mixed material to site, laying in uniform layers on well prepared surface & compacting to achieve the desired density as per approved Drawing & Technical Specifications and Clause -406 of MoRT&H Specifications for Road & Bridge works (5th Revision).
715
2350
1680914.95
Providing Primer Coat with bitumen emulsion (SS) on prepared granular surface, spreading @ 0.60kg / sqm using mechanical means as per Technical Specifications and Clause -501 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision).
2860
34
99099
Providing Tack coat with bitumen emulsion (RS) on prepared bituminous surface, spreading @ 0.20kg / sqm using mechanical means as per Technical Specifications and Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision).
11572
11
133772.32
Providing Bituminous Macadam of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen, preparing preemixed materials with hot mix plant, 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 and 504 of MoRT&H Specifications for Road & Bridge works (5th Revision).
143
7212
1031428.97
Providing & laying Semi Dence Bituminous Concrete of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen, preparing preemixed materials with hot mix plant, 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 and 508 of MoRT&H Specifications for Road & Bridge works (4th Revision).
71.5
9027
645454.81
Providing dry lean cement concrete sub-base for concrete pavement adopting Fully mechanism method placing, levelling & compacting as per approved Drawing & Technical Specifications and Clause - 601 of MoRT&H Specifications for Road & Bridge works (5th Revision).
39
4123
160824.69
Providing cement concrete pavement of M-30, adopting Fully mechanism method including cost of materials, as per approved Drawing, Design & Technical Specifications and Clause - 602 of MoRT&H Specifications for Road & Bridge works (5th Revision).
214.5
7017
1505303.09
Earthwork 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work as per Clause 304 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
1910.84
75
144822.56
Sand filling in Road work & foundation of structure as per approved Drawing & Technical Specifications and Section - 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision).
208.76
1596
333287.43
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per approved Drawing & Technical Specifications and as per Section 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
24.56
6379
156669.47
P.C.C.M-15 Grade in Foundation 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).
223.46
6031
1347702.9
RCC M-20 grade with form work 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 - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision).
-
-
-
Foundation
112.5
6794
764379
Sub Structure
150
8664
1299687
Super Structure
135
8352
1127646.9
RCC M-25 grade with form work 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 - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision).
-
-
-
Foundation of retaining wall & RCC drain
187.58
7193
1349304.21
Substructure of retaining wall & RCC drain
191.04
9063
1731456.65
Super structure of retaining wall & RCC drain
21.84
8751
191136.69
Steel reinforcement works using HYSD as per approved Drawing & Technical Specifications and as per Section -1600 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
75.47
85553
6456730.95
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).
361.6
93
33708.35
Providing & laying Filter Media with crushed stone aggregates of 45mm size satisfying requirements laid down in as per approved Drawing & Technical Specifications and Clause 2504.2.2 of MoRT&H Specifications for Road & Bridge works (5th Revision).
164.38
1752
288039.79
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
42.64
2084
88873.7
Providing, fixing retro-reflectorised, cautionary, mandatory & informatory sign as per IRC-67 made of high intensity gr. aluminium sheeting 1.5mm thick supported on MS angle post 75 x 75 x 6mm firmly fixed to the ground by means of PCC M15 grade foundation of 45cm x 45cm x 60cm, 60cm below ground level as per drawing and Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision). :
-
-
-
90 cm Equilateral traingle
8
5718
45747.76
60 cm Circular
8
5160
41280.48
80 cm x 60 cm rectangular
8
6777
54222.32
90 cm high octagon
8
8346
66770
Hazard Marker(300mm x 900mm)
4
5053
20213.24
Providing, fixing of direction & place Identification Signs more than 0.9 sqm Size board retro-reflectorised, cautionary, mandatory & informatory sign as per IRC-67 made of high intensity gr. aluminium sheeting 1.5mm thick supported on MS angle post 2 x 75 x 75 x 6mm firmly fixed to the ground by means of PCC M15 grade foundation of 2 x 45cm x 45cm x 60cm, 60cm below ground level as per drawing and Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision).
3.6
15153
54553.82
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm, 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 as per Technical Specifications and Clause - 803.4 of MoRT&H Specifications for Road & Bridge works (5th Revision).
603.44
278
168136.49
Providing and fixing of bi-directional retro reflactive raised pavement markers of approved colour, quality and made conforming to ASTM D-4280 made from injection moulded high impact polymer including cleaning, preparation of surface and fixing at position with approved quality adhesives including cost of all material, labour, transportation, taxes, duties, sundries, T&P etc complete.
584
282
164688
Supplying & Fixing of RCC M-15 guard Post of 1.0m height and 15cm dia using 3.5kg steel reinforcement per each as per IRC Specifications and Section 800, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision).
80
408
32692.8
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 of MoRT&H Specifications for Road & Bridge works (5th Revision).
4172
1321
5514799.92
Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge.
93
50
4722.54
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