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Costs
EMD
₹ 1,24,569Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Improvement Of Road From Biju Pattanaik Chowk To Govt. Girls High School Chowk Via.durga Mandap And Gundicha Temple, Sonepur
Description
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Contact
Tender Id
2025_ORULB_111579_1Tender No
SNP-MUN-29/2024-25Tender Authority
Municipal Bodies ViewPurchaser Address
-Website
http://tendersodisha.gov.in
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Documents
BOQ Items
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Providing dry lean cement concrete sub-base for concrete pavement using concrete mixer placing and leveling in hand guided semi mechanism method and finished as per approved Drawing & Technical Specifications in accordance with section - 601 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
79.5
4773
379499.61
... More
Construction of un-reinforced,dowel jointed,plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400kg/cum, coarse and fine aggregates conforming to IS 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design,transported to site,laid with a fixed form or slip form paver,spread, compacted and finished in a continuous operation including provision of contraction, expansion, conctruction and longitudinal joints,joint filler, separation membrane, sealant primer,joint sealant,debonding strip,dowel bar, tie rod,admixtures as provided,curing compound,finishing ti lines and grades as per drawing & design CCM30.
278.25
6601
1836987.02
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Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
2370
5
13509
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Reworking the scarified B.T.surface suitably after supplementing the base materials with sand and compacting finished surface with PRR etc.complete.
2370
11
27966
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum 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 location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
901.6
64
58450.73
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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 construction & Clause 305 of MoRT&H Specifications for Road & Bridge works (5th Revision)
540.9
35
19256.04
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Construction of granular sub-base by providing Gr-IV (coarse graded 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 to achieve the desired density, complete as per clause 401
540.9
2812
1521167.66
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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 with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoRT&H Specifications for Road & Bridge works (5th Revision)
1243.9
2598
3231988.05
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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 as per Clause 502 of MoRT&H Specifications for Road & Bridge works (5th Revision).
5923.8
34
204904.24
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Providing and applying Tack Coat with 60/70 penetration grade of bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works (5th Revision)
5923.8
11
68123.7
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Providing and laying Bituminous Macadam using crushed aggregate of grading-2 materials premixed with bitumenous binder transported to side laid over a privious prepaired surface with hidrostatic paver finsher with sensor control to the required grade and level and alligment and rolled as per clouse no 501-6 and 501-7 to achive the desired compaction as per clouse 504 of MoSRT&H specification for road and bridge works (5th Revision)
296.2
7266
2152449.86
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Providing and laying Semi Dense Bituminous Concrete using crushed aggregate of grading-2 materials premixed with bitumenous binder@ 4.50 to 5.00%of mix and filler, transport the hot mix to work site, laying with a hydroststic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MoRT&H Clause No. 508 of MoSRT&H specifications for Road & Bridge works (5th Revision)
148.09
9006
1333788.87
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Road marking with hot applied thermoplastic compound with reflector signing glass beads on bitumin surface@250gm/sqm with allmaterials labour T&P etc. complete.
380.3
278
105905.94
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Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make design, colour and size made by Block making machine with proper compacting laid in required patten etc complete in all respect conforming to IRC SP63:2018 etc all complete including cost conveyance , royalty of all materials labour, T&P etc complete as per direction of all Engineer - in- charge
250
712
178225
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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 materials, dressing of sides and bottom and backfilling with approved material.
144
64
9335.52
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Providing and filling foundation trenches with sand in layers not exceeding 150mm thick including watering and compacting including all leads and lifts for finish item of work as per clause 1500 of MORT&H specification.
21.6
572
12374.86
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P.C.C.(1:3:6) Grade in foundation bed as levelling course 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).
14.4
5807
83623.68
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Re-inforced Cement Concrete M-20 mix with stone aggregate 20mm nominal size mechanicaly mixed & vibrated in foundation upto a depth of 1.5m below ground level and 1.5M above ground/bed level for finished item work as per clause No. 1000/1500/1700/2200 of MORT&H specification.
1
1
1
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Bed
18
6132
110392.74
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Wall
21.6
9127
197145.58
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RCC M-20 with stone aggregate 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.5M below ground level and/or 1.5m above ground/bed level for finished item work as per clause 1000/1500/1700/2200 of MORT&H specification.
12
6015
72191.64
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Providing HYSD reinforcement for RCC works in substructure including bending, binding and placing in position for finished item work as per drawing and as per clauses 1000/1600 of MORT&H specification.
4.13
88737
366483.81
... More
Providing weep holes in brick masonary / plain or reinforced concrete abutment with 100mm dia AC pipe
36
88
3176.28
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