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_75883_3Bid Award Id
ViewTender No
CCENC (RAND B) /19/ 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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(B)in Ordinary/D.I. Rock not requiring Blasting
941
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478.55
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(C) In hard rock and compacted sheet Rock requiring blasting excluding sand stone
608
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1416.71
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Providing, filling clean sand of approved quality in road work for construction of drainage layer and foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (latest revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
846.5
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357.9
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Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard hand broken granite stone metal and screened and washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties, taxes of all materials and cost of all labours, T&P etc complete as per the direction of the Engineer -in –charge.
156
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5072.35
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P.C.C. work of M-15 grade with 40mm and down grade black hard granite (crusherbroken) stone chips mixed by concrete mixer laying in layers and compacting by vibrator including hoisting and laying in Filling in excavated rock area complete with all leads and lifts as per approvrd drawing and technical specification and as per clause-1700 &2100 of MoSRTH specification for road & bridge works (Latest Revision ) complete in all respect as directed by Engineer-in-Charge.
856.4
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5013.3
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P.C.C. work of M-15 grade with 40mm and down grade black hard granite (crusherbroken) stone chips mixed by concrete mixer laying in layers and compacting by vibrator including hoisting and laying in Sub Structure of C.D. Works complete with all leads and lifts as per approvrd drawing and technical specification and as per clause-1700 &2100 of MoSRTH specification for road & bridge works (Latest Revision ) complete in all respect as directed by Engineer-in-Charge.
66
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5013.3
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Providing supplying and laying Design Mix Reinforced Cement Concrete with grade M30 complete as per Technical Specifications as per approved drawings and sections 1500, 1700 and 2200 of Technical specifications for road and bridge works(MORTH Latest revision) excluding the cost of reinforcement complete & as directed by Engineer in charge(In Substructure)
-
-
-
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(A)Raft Foundation
768.2
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6603.1
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(B)abuttment & Piershaft
245.3
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8421
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(C) Abuttment & pier cap
103.9
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10693.4
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(D)Pedestal
3
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10693.4
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(E) Dirtwall
22.8
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7966.5
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(F) Approach Slab
25.2
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10453.3
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(G) Superstructure
380.8
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11247.9
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Providing R.C.C. Crash barrier at the edge of the road,approaches to bridge structure and medians constructed with M-40 grade concrete with HYSD reinforcement confirming to IRC:21 and dowel bar 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 enclosure to M.O.S.T. Circular No. RW?NH- 33022/1/94: DO III Dt. 26.6.1994 as per dimension in the approved drawing and at locations directed by the Engineer in charge including watering ,curing, cost conveyance royalties aof all materials with all labour required for the work complete in all respect.
116.2
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9879.1
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Straightening bent up or coiled M.S. rod or HYSD steel (Fe-415 / Fe-500), cutting, bending, cranking, hooking, welding or jointing (if required), the M.S. rod or HYSD steel and binding, tying the grills, hoisting, lowering and placing in proper position as per drawing & design required for R.C.C. works including cost, conveyance and taxes of M.S. rod or HYSD steel and binding wires of 18 to 20 gauge and labour with all T&P required for the work etc. complete as per approvrd drawing and technical specification and as per clause-1600 of MoSRTH specification for road & bridge works (Latest Revision ) complete in all respect as directed by Engineer-in-Charge.(weight of binding wires will not be considered for payment and payment will be made on weight of M.S. rod or HYSD steel only. Steel bars of only MAJOR INTEGRATED STEEL PLANTS like SAIL, RINL, TATA, JINDAL & SHYAM STEEL etc. of Fe-415 / Fe-500 grade are to be used in the work & if required original bill of . steel has to be produced by the contractor)
2018.9
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8094.55
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Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
176.4
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738.75
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Providing and laying Filter media with stone crushed agregates satisfying the requirements laid down in clause 2504.2.2 of MORTH Specification to a thickness of not less than 600mm with smaller behind walls
199.6
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2435.1
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Rough stone dry packing in aprons and revetments and stone pitching in slopes and boulder approns etc with hard granite stone of size 30 cm and above as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2504 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
367
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1976.95
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing and as per the direction of the Engineer-in-charge.
200
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106.65
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Providing and fixing drainage spouts in deck slab with 100 mm diameter G.I pipe for finished item of work as per approved drawing and technical specifications complete in all respect as per section 2700 & Clause 2705 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
18
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765.85
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Construction of embankment with approved materials obtained from borrow pits with all leads transportation to required slope & compacting by mechanical means spreading, grading to required slope & compacting to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and clause 305 of MoRT&H Specification for Road & Bridge works (latest revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
10833.7
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128.48
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Collecting, supplying, conveying and spreading on road surface gravel or good laterite moorum for road work in layers not exceeding 225mm thick including watering and rolling with P.R.R. including hire and running charges of P.R.R. with cost, conveyance, royalties and taxes of all materials and T&P with labour required including carriage of water with all leads and lifts etc. complete in all respects as per direction of the Engineer-in-charge. (Measurement will be taken on finished section only).
45
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615.9
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Furnishing and laying of live sods of perrinial turf grass on embankment slope within all leads and lifts by mechanical means includinf cost conveyance all materials with T&P required for the work complete in all respect as directed by Engineer In Charge
700
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17.55
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Providing and laying Granular Sub-base with Approved Grading stone screening materials as per Table 400-1 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (latest revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
190
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1999.7
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Supplying, mixing, providing laying and compacting graded stone aggregaresto Wet Mix Macadam (WMM) specification in approved layer thickness to line, level grade & slope as per approved working drawing and approved mix design conforming to grading specified in (Table 400-I3 ) & as per clause 406 of Technical specification for road and bridge works MORT&H (Latest revision) & as per direction of Engineer-in-charge.
237.5
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2063.45
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Supplying, providing, spraying & prime coat over prepared granular base/ Concrete surface with Bituminous emulsion of medium porosity (slow setting) complying with IS 8887-2004 spraying with a self propelled bitumen pressure sprayer uniformly at the specified temperature complete @ 0.60 Kg/ Sqm as per Cl.502 of Technicalspecification for road and bridge work MORT&H (Latest revision) and as directed by Engineer-in-charge
950
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25.35
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Supplying, providing and applying tack coatwith bitumen emulsion (Rapid Setting) complying with IS:8887-2004 spraying with the help of a self propelled pressure sprayer to spread uniformly @ 0.20 Kg /Sqm over the cleaned prepared dust free surface as per Clause.503 of technica specification of road and bridge work MORT&H (Latest revision) and as directed by Engineer-in-charge
1588.9
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9
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Providing and laying 50 mm thick bituminous macadam with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade ( VG-30)of bitumen, 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. 504 complete in all respects.
47.5
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6742
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Providing and laying 25 mm thick semi dense bituminous concrete with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade ( VG-30)of bitumen,@ 4.5 to 5 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 (LatestRevision)specification clause No. 508 complete in all respects
23.8
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8734.2
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Providing & fixing RCC M-15 RCC Guard Post/ 5th Km. stone/ Ordinary Km. stone / 200 Mtr. stone of standard design as per IRC8-1980 along with reinforcement complete as per drawing as per Clause 804,806 & Section no.1000, 1500, 1600, 1700, 2300 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (LatestRevision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect complete in all respect as directed by Engineer-in-Charge
-
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(A) 15 Cm Dia 1.00 M long Guard Post
560
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531.8
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Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250 gms per sqm area over road surface. , 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.
73.26
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388.33
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Painting two coats with any approved synthetic enamel paint of approved quality shade and make over a coat of priming to Road surface ncluding cost of the primer and paint, with cost, conveyance and taxes of all materials and labour with T&P required for the work etc. complete in all respect.
504.9
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138.05
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Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC : 67 ,made of high intensity grad sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm X 75mm X 6 mm firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 45cm X 45 cm X 60 cm, 60cm below ground level as per approved drawing.
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-
-
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Facility Information signs (800X600 mm)nSchool, college, hospital village & Market
30
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5066.88
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Cautionary signs triangular 600 mm side In curve portion In spur road (minor junctions)
20
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2843.86
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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 cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.
638.9
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908
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Providing and laying bituminous concrete 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 VG-30@ 5.4 to 5.6 % 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
31.94
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9388.6
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
483840
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0.57
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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.)
48
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9134.62
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Supplying and fixing anchoring bars up to 25mm to 38 mm dia to the foundation of piers and abuttments for a depth of 3.30 mtr after drilling holes grouting bwith cement or cement mortar as per approved propertion etc all complete including cost of Hysd Bar as directed by Engineer In Charge complete in all respect
528
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1005.17
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Grouting aprons and revetments 23cm deep with C.C. (1:4:8) with hard black hard granite metal of size 2.5cm and down grade of approved quality from approved quarry including hoisting, lowering and laying concrete not exceeding 15cm thick, watering and curing including cost and conveyance, royalties, taxes of all materials with all labour and T&P required for the work etc. complete in all respects, including dewatering if required.
1175.5
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249.5
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