Works Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_EICCL_75543_6Bid Award Id
ViewTender No
CCEEC-16/2021-22Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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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 Vibratory Road Roller so as to achive minimum dry density to meet the requirement of Table-300.2 and as per Clause 305 of MoRT&H Specifications for Road & Bridge works(4th Revision) including cost, conveyance, Royalities, Taxes of all materials,all labours,hire and running charges of all machineries,T&P ,sundries etc. complete as per spcification and direction of Engineer-in-Charge.
720
-
20.71
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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 matter, dressing of sides and bottom and backfilling with approved material. Excavation for Structures / MORT&H Technical Specification no- 304
80
-
188.8
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Earth work in excavation in Hard soil for foundation of structure as per approved Drawing & Technical Specifications and as per Clause - 301 & 304 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
3000
-
136.7
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Filling foundation and plinth with sand well watered and rammed including cost conveyance royalty of sand and labour etc complete.
18.12
-
702.05
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Fine dressing and turffing the slope of the embankment with compacted turff grass with carriage within 5.0km as per Clause 307of MoRT&H Specifications for Road and Bridge works (4th Revision) complet including all labours,hire and running charges of all machineries,T&P ,sundries etc. complete as per spcification and direction of Engineer-in-Charge..
8000
-
19.85
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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 1:3 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .
10
-
4282.01
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Construction of granular sub-base by providing coarse graded grading-IV materials 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 of MoSRT&H specification for road and bridge works (4th Revision)
2700
-
1892.65
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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 /base course on well prepared surface and compacting with vibratory roller to achive desired density as per Clause-406 of MoRT&H Specification for Road and Bridge works (4th revision) including cost, conveyance ,royality,taxes of all materials,all labours,hire and running charges of all machineries and T&P sundries etc.complete as per direction of Engineer-in-charge.
1950
-
1733.7
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Applying primer coat with bitumen emulsion using Emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying primer at the rate 0.60kg/sqm using mechanical means with cost ,coveyance,taxes of all material,all labour,hire and running charges of all machineries,T&Psundries etc complete as per MoRT&H Specification (4th Revision) clause-502 and direction of Engineering-in-charge.
7500
-
19.65
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Cleaning road surface with mechanical broom and air compressor and applying tack coat over bitumineous surface as preparatory for a bitumineous layer with 2.0Kg of 60/70 penetration grade bitumen per 10.0 sqm.using Bitumen pressure distributor on the prepared surface with cost ,coveyance,taxes of all material,all labour,hire and running charges of all machineries,T&Psundries etc complete as per MoRT&H Specification (4th Revision) clause-503 and direction of Engineering-in-charge.
7500
-
8.65
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Providing and laying 50mm Thick Bituminous macadam with Batch type hot mix plant using crushed aggregates of required grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade,level and alignment and rolling with smooth wheeled,vibratory and tandem rollers to achive the desired compaction as per Clause 504 of MORT & H Specifications for Road and bridge works (4th Revision) including cost, conveyance,royalities,Taxes of all materials,all labour, hire and running charges of all machineries, T&P ,sundries etc. complete as per direction of Engineer-in-Charge.
375
-
6548.7
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Providing & laying Semi Dence Bituminous Concrete with 100 to 120 TPH batch type HMP producting and average out put of 75 tonne per hour using crushed aggregates of specified grading premix with penetration grade of bituminous binder @ 4.5 to 5 % of mix and filler transporting the hox 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 tandam roller to achieve the desired compaction as per clause No.508 of MORT&H Specification for Road & Bridge works (5th revision)
187.5
-
8664.1
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Oproviding for 150mm thick WBM surface in both side shoulder in road embankment as per MORT&H Specification and direction of EIC
672
-
2500.6
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Providing and laying granular sub-base with moorum/sand and moorum admixture satisfying Liquid limit below 25 and P.I.value within 6 in layers not exceeding 22.5Cm watering and compacting to the required density at O.M.C condition by PRR with cost, conveyance, royalities, taxes of all materials, all labours,T&P sundries including hire and running charges of P.R.R and all other machineries complete as per MoRT&H Specification (4th Revision) clause-401 and direction of Engineering-in-charge.
900
-
906.95
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P.C.C.M-15 using 40mm Sub-Structure down graded aggregates 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).
91.54
-
4401.88
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Super Structure
50.4
-
4670.53
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Providing Weep Holes as per approved Drawing & Technical Specifications and as per Section 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
69
-
105.8
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