Works Department Tender
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Works Department - EICCL Tender
Civil And Construction
Road Construction
Eprocure
Opening Date13 Oct 2022
Closing Date28 Oct 2022
Tender Amount₹ 15,01,93,298
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_EICCL_82084_3Bid Award Id
ViewTender No
CE-WBP(O)-19/2022-23Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.odisha.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 150mm, 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 & Clause 305.3.4 of MoRT&H Specifications for Road & Bridge works (5th Revision)
6870.83
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Construction of Granular Sub-base by providing Granular Sub-base LD Slag , 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 & Bridge work (5th Revision)
12850.14
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Providing, laying, spreading & compacting graded stone aggrgate to Wet mix macadam specification including premixing the materials with water at OMC in mechanical mix plant, carriage of mixed materials 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 MoSRT&H Specification for Road & Bridge works (5th Revision)
11985.63
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Providing & applying Primer Coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 0.60Kg/ Sqm using mechanical means as per Clause- 502 of MoSRT&H Specification for Road & Bridge works (5th Revision)
49000
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Providing & applying Tack Coat with bitumen emulsion @ 0.20 Kg/ Sqm on prepared DBM surface for laying of Bituminous Concrete including cost of all materials, labour, T.&P. etc. complete as per Clause- 503 of MoSRT&H Specification for Road & Bridge works (5th Revision)
49980
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Providing and laying Dense Graded Bituminous Macadam,Grade I 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 mix and filler, transporting the hot 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 tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.
4900
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Providing and laying Bituminous concrete,Grade II with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot 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 tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects
1999.2
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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. as per Clause- 305.3.17 of MoSRT&H Specification for Road & Bridge works
14307.16
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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. as per Clause- 305.3.16 of MoSRT&H Specification for Road & Bridge works
1157.76
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Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering as per Clause- 307.3.22 of MoSRT&H Specification for Road & Bridge works(Only on Median)
3179
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Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per Clause- 803.8.8 of MoSRT&H Specification for Road & Bridge works
2543.2
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Providing, laying InterLocking Concrete Block Pavements Both side shoulders having Thickness 80 mm over Bed of 50 mm Sand and Edge Blocks as per Drawing and Technical Specifications Clause 1504 of MoSRT&H Specification for Road & Bridge works
1926
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P.C.C. M-20 grade with 40mm and down grade C.B. chips including hoisting, laying hire charges of concrete mixture, vibrator, watering, curing and cost of all materials and labour, T&P centering shuttering etc complete but cost of reinforcement complete.
441.09
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Construction of un-reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavement,thickness as per design, over a prepard sub base with 43 grade cement or any other type as per clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383,maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixture of not less than 0.2 cum capacity and appropriate weigh batcher using approved mixed design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle , sereed and plate vibrators and finisded in continous operation including provision of contraction and expansion, construction joints,applying debonding strips,primer, seleant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,curing compound(where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.(For Shoulder)
2543.2
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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
1271.6
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Dismantling of existing structures like culverts,retaining walls and other structures comprising of masonary,cement concrete wood work steel work including T & P and scaffolding when ever necessary,sorting the dismantled material,disposable of unserviceable materiales,and stacking the servicable material with all lifts and leads upto 1000mt.
84.72
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Providing & fixing of RCC M-15 grade ordinary km stone of standard design as per IRC:8-1980, fixing in position with painting & printing including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per Technical Specifications and Section- 800, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision).
4
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Providing & fixing of RCC M-15 guard Post of 1.0m height and 15cm dia using 3.5kg steel reinforcement per each as per IRC:8-1980, fixing in position with painting & printing including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete Technical Specifications and Clause- 804 of MoRT&H Specifications for Road & Bridge works (5th Revision).
100
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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 Section- 800, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision).
1281
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Supplying, fitting & fixing of Reflective pavement marker (Road Sluds) Acrylonitrile Butadiene Styrene (ABS) plastic body of standard size having micro Bismetic reflectors (Dual side) with impact registance colour as approved including all cost of labour, sundries, T&P required for the work complete as per Clause -804 of MoRT&H Specifications for Road & Bridge works (5th Revision).
4667
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
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Cautionary sign bord 90 cm equlateral
20
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Mandotary sign bord 60 cm dia circular
20
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Informatary 80 x 60
32
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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).
1239.09
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Sand filling in Road work & foundation of structure including cost, conveyance, royality of sand & cost of all labour etc complete as as per approved Drawing & Technical Specifications and Section - 2100 & Clause -304 of MoRT&H Specifications for Road & Bridge works (5th Revision).
640.33
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Rough stone dry masonry with sand grouted for the walls with hard granite stones as per approved Drawing & Technical Specifications and as per Section -1400 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
18.54
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P.C.C.M-15 Grade in foundation bed 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).
178.09
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P.C.C.M-15 Grade in Substructure 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).
59.55
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R.C.C. M-25 grade in Foundation Raft of CD work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
588.4
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R.C.C. M-25 grade in Sub-structure of CD work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
406.14
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R.C.C. M-25 grade in Deck slab of C.D. Work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
113.48
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RCC M-30 grade in wearing coat including steel of CD work with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1600, 2300 & Clause- 2702 of MoRT&H Specifications for Road & Bridge works (5th Revision).
21.59
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Steel reinforcement works in structure & CD work using HYSD (uncoated reinforcement bars of Fe-500 gr.) including cost, conveyance of all materials with cost of all labour etc complete as per approved Drawing & Technical Specifications and Section -1600 of MoRT&H Specifications for Road & Bridge works (5th Revision).
2822.51
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Providing Weep Holes of 100mm dia using A.C./ PVC pipe, fixing with cement mortar including cost, conveyance, royality of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause -2706 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision).
559.59
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Providing and laying Filter Media with stone aggregates of 45mm size HB Stone satisfying requirements laid down in as per approved Drawing & Technical Specifications and Clause 2504.2.2 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
564.82
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Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-25 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified
22
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Painting two coats with synthatic enamel paints over a coat of primer on any elevation on road kerb, parapet & guard post including cost of Paints & cost of all labour etc complete as per Technical Specifications and Clause-803 of MoRT&H Specifications for Road & Bridge works (5th Revision).
42.1
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Providing, Fitting & Fixing of Drainage Spouts in Deck slab including cost, conveyance of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause- 2705 of MoRT&H Specifications for Road & Bridge works (5th Revision).
12
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Laying of NP4 Hume Pipe of 900mm dia for pipe culvert including fixing collar with cement mortar 1:2 including cost, conveyance of Pipe & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause - 2900 of MoRT&H Specifications for Road & Bridge works (5th Revision).
12.5
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RCC M-20 grade in Foundation of retaining wall/ RCC drain with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision).
30.28
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PCC (1:3:6) nominal mix in foundation of C.D. works using 40mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision).
500
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RCC M-20 with 20mm and down grade C.B. chips including hoisting, laying hire charges of concrete mixture, vibrator, watering, curing and cost of all materials and labour, T&P centering shuttering etc complete but cost of reinforcement complete.
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Bed
750
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CoverSlab
625
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Wall
975
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