Works Department Tender
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Works Department Tender
Eprocure
Opening Date13 Mar 2019
Closing Date28 Mar 2019
Tender Amount₹ 11,06,51,000
Costs
EMD
₹ 22,13,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_DPIR_76254_1Bid Award Id
ViewTender No
Bid Identification No-CE-DPI AND R-95/2018-19Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drains and foundation of other structures graded and compacting
10367.48
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Filling foundation & Plinth with sand well watered and rammed including cost of all materials, royalty and taxes, labour, T&P etc. complete.
8854.52
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Construction of granular sub-base by providing Grading-IV material as per table 400-1, 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 Specifications for Road & Bridge works (5th Revision)
3771.87
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Construction of granular sub-base by providing Grading-VI material as per table 400-2, 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 Specifications for Road & Bridge works (5th Revision)
2449.23
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Providing, laying, spreading and compacting graded stone aggregates 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
9856.65
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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 (SS) at the rate of 0.60 kg/sqm using mechanical means as per Clause 502 of MoSRT&H Specifications for Road & Bridge works (5th Revision).
65711.03
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Providing and applying tack coat with bitumen emulsion on prepared surface including cleaning of road surface and spraying primer at the rate of 0.20kg/sqm using mechanical means as per clause no.501.5.2, 502 of MoRT&H specification and direction of the EIC
65711.03
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Providing and laying Bituminous Macadam with Hot mix plant producing an average output of 75 tones per hour using crushed aggregates of specified grading premixed with (VG-30 grade) bituminous binder, transported to side, laid over a previously prepared surface with Paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction
2190.37
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Providing and laying Semi-dense graded bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, l;aying 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 Clause 508 of MoSRT&H Specifications for Road & Bridge works (5th Revision)
1642.78
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H Specifications for Road & Bridge works(5th Revision)
38866.59
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Road marking with Hot applied thermoplastic compound with Reflectorising Glass beads on bituminous surface by providing and laying of hot applied thermoplastic compound 2.5mm thick including Reflectorising glass beads @ 250gms per sqm area thickness of 2.5mm.is exclusive of surface applied glass beads The finished surface to be level uniform and free from streaks and holes as per IRC: 35
477.9
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Providing retro-reflectorised cautionary, Mandatory and Informatory sign boards as per IRC. 67 made of high intensity grade sheeting vide clause no. 801.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75 x 75mm x 6mm size as per approved drawing as per clause no.801.08 of MoRT&H specification and direction of the Engineer-in-charge
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a) 80cm x 60cm size Rectangular (Informatory)
12
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b) 1200 x 700mm (Direction & Place identification)
12
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c) Direction and Place indicator (1800 x 1200)
43.2
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d) Route marker sign (450 x 600mm)
6
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e) Route marker sign (600 x 600mm) square
6
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f) 90cm size Equilateral Tringle (Mandatory) Curve
28
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g) 60cm size Circular (Cautionery) Speed limit
40
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h) Octagon 900mm size stop sign board
5
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Reinforcement cement concrete M 15 using 10mm to 12mm size chips for Km Stone of standard design as per IRC-25-1967 fixed in position including finishing and lettering including painting
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a) 5th Km stone
3
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b) Ordinary km stone
10
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c) 200m stone
53
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d) Guard post
440
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Construction of Roller Compacted Concrete Pavement(RCCP) with coarse and fine aggregates conforming to IS:383,the size of coarse aggregate not exeeding 25mm with minimum aggregate cement ratio of 5:1 mm and with minimum cement content of 310kg per cum,aggregate gradation to be as per Table 602.2 after blending, mixing in concrete mixture at optimum moisture content ,transporting to site, laying with wheel barrows or steel pans or with mechanical paver,compacting with 80-100 KN smooth wheel,tandem vibratory roller,to achieve,the designed flexural strength,finishing and curing as per drawings and Technical Specification clause 1502
65.35
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Construction of unreinforced dowel jointed cement concrete pavement, thickness as per design, over a prepared 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 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
1078.28
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures, comprising of masonry, cement concrete, wood work, steel work including T&P and scaffolding wherever necessary sorting the dismantling materials disposal of unserviceable materials and stacking the serviceable materials with all leads and lifts of 1000m
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a) PCC Parapet
122.53
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b) RCC M 20 side of Deck slab & Dirt wall
106.08
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c) RR Stone Masonry
670.25
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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 andbottom and back filling with approved materials
3820.48
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Cement concrete (1:3:6) using 4cm size hard granite metal including cost of all materials, labour T&P etc. complete
268.85
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Plain cement concrete M-15 in foundation with crushed stone aggregates 20mm size technically mixed, placed in foundation and compacted including cost of all materials, labour, T&P etc. complete. (Below Bed)
1296.46
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Plain cement concrete M-15 in Sub-structure with crushed stone aggregates 20mm size technically mixed, placed in foundation and compacted including cost of all materials, labour, T&P etc. complete. (Above Bed)
490.72
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Plain cement concrete M-20 nominal mixed with crushed stone aggregates to 40mm nominal size mechanically mixed placed in sub-structure and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge(Above GL)
569.36
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Reinforced Cement Concrete M-20 complete as per Drawing and Technical Specifications. stone chips including hoisting and laying including cost, conveyance taxes of all materials, labour T&P required for the work etc. complete as per specification and direction of the Engineer-in-charge
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a)Upto GL(Foundation)
271.84
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b)Above GL(Sub-Structure)
212
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c)Super-Structure
256.22
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Reinforced Cement Concrete M-30 ( wearng coat) complete as per Drawing and Technical Specifications. stone chips including hoisting and laying including cost, conveyance taxes of all materials, labour T&P required for the work etc. complete as per specification and direction of the Engineer-in-charge
41.94
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Supplying fitting and fixing HYSD bars reinforcement in foundation, substructure and superstructures as per drawing and technical specifications as per section 1600 of MORT&H specifcation and direction of the Engineer-in-charge
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a)Box (Foundation)
26.36
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b)Sub-structure
21.2
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C)Superstructure (Top slab Parapet & Kerb
31.4
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d)Wing wall Skin reinforcement
25.98
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Providing weep holes in brick masonry / plain or RCC abutment, wing wall and return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1V : 20H towards draining face complete as per drawing and technical specification as per clause no.2706 of MoRT&H specification and direction of the EIC
672
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Reinforcement cement concrete M-25 nominal mix in Superstructure with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days as per section 1000 and 2300 of MORT&H specifcation and direction of the Engineer-in-charge.(Super Structure)
93.55
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Laying R.C.C pipe NP4/Prestressed Concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with Cement mortar(1:2) but excluding excavation, protection work back filling concrete and masonry works
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a)1x900mm dia HPC
50
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b)1x1000mm dia HPC
60
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C)2x900mm dia HPC
15
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D)2x1000mm dia HPC
10
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Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres 1000mm
60
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Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres 900mm
120
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Providing laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.22 of MoRT&H specification to a thickness not less than 600mm with small size towards the soil and bigger towards the wall and provided over the entire surface behind abutment wing walls return walls to the full height compacted to a firm condition complete as per drawing and technical specification
239.58
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Providing and fixing in position of 20mm thick Salitex board in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm covered with sealant complete as per drawing and technical specification
446.04
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MAINTENANCE
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Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge
11566.52
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Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge.
42919.1
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Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903.
32585
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Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge.
10972.5
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Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge.
21
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Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 of MORD as per direction of the Engineer in charge.
26.6
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Maintenance of 200 metre, km stones & 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge.
66.5
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Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
665
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Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
665
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Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge
11770.5
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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge.
665
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Providing and fixing maintenance board (1 nos.) for 5 maintenance year complete.
1
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