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Refer DocumentsDocument Cost
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Refer Documents
Description
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Contact
Tender Id
2022_EICCL_77185_1Bid Award Id
ViewTender No
CE-WBP(O)-01/2022-23Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.odisha.gov.in/
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Documents
BOQ Items
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8.5 mtr external diameter well upto 10m depth in all kinds of soil other than rock
50
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8.5 mtr external diameter well beyond 10m depth in all kinds of soil other than rock
103.9
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7.0mtr external diameter well upto 10m depth in all kinds of soil other than rock
10
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7.0 mtr external diameter well beyond 10m depth in all kinds of soil other than rock
12.6
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R C C M30 grade in well curb for abutment and pier wells as per approved drawing and technical specification as per section 1200, 1500 & 1700 of MOSRT&H, Specification for Road and Bridge works (5th revision)
324
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R C C M30 grade in well cap of abutment and pier wells as per approved drawing and technical specification as per section 1200, 1500 & 1700 of MOSRT&H, Specification for Road and Bridge works (5th revision)
386.8
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R C C M25 grade in wellsteining for abutment and pier wells as per approved drawing and technical specification as per section 1200, 1500 & 1700 of MOSRT&H, Specification for Road and Bridge works (5th revision)
6269.5
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P C C M15 grade in bottom plugging for abutment and pier wells using 10% extra cement for under water concreting as per approved drawing and technical specification as per section 1200, 1500 & 1700 of MOSRT&H, Specification for Road and Bridge works (5th revision)
554.7
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P C C M15 grade for top plugging of abutment and pier wells as per approved drawing and technical specification as per section 1200, 1500 & 1700 of MOSRT&H, Specification for Road and Bridge works (5th revision)
59.8
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R C C M30 grade for abutment and pier shaft as per approved drawing and technical specification as per section1500 , 1700 & 2200 of MOSRT&H, Specification for Road and Bridge works (5th revision)
740.7
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R C C M30 grade for abutment and pier cap as per approved drawing and technical specification as per section 1500 , 1700 & 2200 of MOSRT&H, Specification for Road and Bridge works (5th revision)
199.6
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R C C M30 grade for dirt wall/Wing Wall/Return Wall as per approved drawing and technical specification as per section 1500 , 1700 & 2200 of MOSRT&H, Specification for Road and Bridge works (5th revision)
106
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R C C M30 grade for approach slab inclueding Steel as per approved drawing and technical specification as per section 1500 , 1700 & 2700 of MOSRT&H, Specification for Road and Bridge works (5th revision)
22.7
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Supply, Fabrication & Launching of BOW String Type structural steel girder with supply & fixing shear stud for River bridge as per the RDSO approved Drawing No' RDSO/B-10411/1 to 10411tg and using contractors supply of 60mm clear span as per RDSO specification and standard drawing and using contractors supply of steel for fabrication of Arch girder, Hangers, Edge beam, Cross beam, Tle beam, diaphragm etc. connected with main girder should confirm to UT tested structural steel, E-250 (BR-410), e-350 (Fe-4908) E-410C (Fe-540) grade (weldable quality) steel from SAIL/TATA/RINL/TISCO with Launching the fabricated BOWSTRING type steel girder in the span of River with floating arrangements of Barges of suitable capacity with the proper safety with contractors own method and arrangements approved by Engineer-in-Charge.
990
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R C C M30 grade for T-Beam Girder with deck slab as per approved drawing and technical specification as per section 1500 , 1700 & 2700 of MOSRT&H, Specification for Road and Bridge works (5th revision)
232.2
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RCC M30 grade for bridge super structure in deck slab as per approved drawing and technical specification as per section 1500, 1700 & 2700 of MOSRT&H, Specification for Road and Bridge works (5th revision)
457.06
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Providing and laying bituminous concrete with batch type 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, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 509 of MoSRT&H Specifications for Road & Bridge works (5th. Revision)
83.5
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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 13.2mm nominal size @ 0.005cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 degree centigrade,protruding 1 mm to 4 mm over mastic surface all complete as per Clause 515 of MoSRT&H Specifications for Road & Bridge works (5th. Revision)
2622.9
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Steel reinforcement works using HYSD steels of Fe:500 grade as per approved drawing and technical specification as per section 1600 of MOSRT&H, Specification for Road and Bridge works (5th revision)
7009.19
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Providing & fixing in position RCC Crash barrier monolithic with slab M-40 grade as per approved drawing and technical specifications Clause 809, Section 800 & 1000 of MoRT&H Specifications for Road & Bridge works (5th Revision).
476.88
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Providing fixing drainage spout in deck slab as per approved drawing and technical specification as per section 2700 of MOSRT&H, Specification for Road and Bridge works (5th revision)
50
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Providing weep holes as per approved drawing and technical specification as per section 2700 of MOSRT&H, Specification for Road and Bridge works (5th revision)
667.53
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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications.
12
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Supplying, fitting and fixing in position true to line and level Elastometic Bearing bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications.
268800
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Providing. fitting and fixing Strip Seal Expansion joint as per approved drawing and technical specification as per section 2600 of MOSRT&H, Specification for Road and Bridge works (5th revision)
72
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Sand filling as per approved drawing and technical specification as per section 1200 & 2100 of MOSRT&H, Specification for Road and Bridge works (5th revision)
5498.24
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Providing and fixing of R C C M15 grade guard post of 1.0m high and of size 15cm external diameter at top and 25cm external diameter at bottom with base of 30cm x 30cm x 10cm thick as per IRC specification for finished item of work as per section 1500, 1600, & 1700 of MOSRT&H, Specification for Road and Bridge works (5th revision)
40
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Providing and laying of filter media with metal 45mm size satisfying the requirements laid down in clause 2504.2.2 of MoRTH specification as per approved drawing and technical specification
127.94
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Back filling behind abutment wing walls using sand including cost, conveyance, royality of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause -710.1.4 of IRC 78 & Section 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision).
415.2
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Painting two coats with enamel paint of approved shade over a coat of primer for finished item of work as per the direction of the Engineer-in-charge.
1956.4
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P C C (1:3:6) nominal mix in foundation of structure as per approved drawing and technical specification as per section 1500 , 1700 & 2100 of MOSRT&H, Specification for Road and Bridge works (5th revision)
22.9
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P C C M20 grade in substructure as per approved drawing and technical specification as per section 1500 , 1700 & 2200 of MOSRT&H, Specification for Road and Bridge works (5th revision)
261.4
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Gravel backing to revetments including cost, conveyance, royality of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause-2504 of MoRT&H Specifications for Road & Bridge works (5th Revision).
154.6
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Rough stone dry packing on Aprons and Revetments with hard granite stone of above.003 cum including cost, conveyance, royality of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause - 2504 of MoRT&H Specifications for Road & Bridge works (5th Revision).
310
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Construction of service road for sinking and construction of well as well as superstructure
150
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Providing Island for sinking of pier wells with all cost, etc. complete.
2
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Construction of granular Sub-base by providing Close graded Granular sub-base Grading-VI material as per table 400-1 ,spreading in unifrom 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) .
16.5
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Construction of Dry Lean Cement Concrete sub-base by semi-mechanized method over a prepared subgrade with coarse and fine aggregate confirming to IS:383,the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 15:1 ,aggregate gradation after blending to be as per table 600.1 ,cement content not to less than 150 kg/cum , optimum moisture content to be determined during trial length construction ,concrete strength not to be less than 10 Mpa at 7 days,mixed in a batching plant ,transported to site,laid with a paver and compacting with vibratory roller,finishing and curing as per clause 601 of MoSRT&H Specifications for Road & Bridge works (5th. Revision)
440.86
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Construction of Un-reinforced,dowel jointed M-30 Grade cement concrete pavement by semi-mechanized method over a prepared sub-base with 43 grade cement @ 400 kg /cum coarse and fine aggregate confirming to IS:383,maximum size of coarse aggregate not exceeding 25 mm,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 continous operation etc , curing compound ,finishing to lines and grades as per drawing and as per clause 602 of MoSRT&H Specifications for Road & Bridge works (5th. Revision)
1102.15
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Construction of granular Sub-base by providing Coarse graded Granular sub-base Grading-IV material as per table 400-1 ,spreading in unifrom 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) .
1057.29
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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 and base course on well prepared surface and compacting with vibratory roller to achive desired density etc complete as per the direction of Engineer-in-charge .
1724.65
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Providing Primer Coat with bitumen emulsion (SS) on prepared granular surface, spreading @ 0.60kg / sqm using mechanical means including cost, conveyance of of bitumen emulsion & cost of all labour, machinery etc complete as & cost of all labour, machinery etc complete as per Technical Specifications and Clause -501 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision).
6808.6
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Providing Tack coat with bitumen emulsion (RS) on prepared bituminous surface, spreading @ 0.20kg / sqm using mechanical means including cost, conveyance of bitumen emulsion & cost of all labour, machinery etc complete as per Technical Specifications and Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision).
6808.55
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Providing and laying bituminous macadam 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, 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 Clause 507 of MoSRT&H Specifications for Road & Bridge works (5th. Revision) Unit = cum
340.43
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Providing and laying Semi dense bituminous concrete with100-120 TPH batch type HPM producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @4.5 to 5 percent of mix and filler
170.22
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Providing compacted granular materials in shoulder by using moorum having required P.I. value spreading in uniform layers not exceeding 100mm in depth and compacting with smoth wheeled roller to achieve the desired density including cost, conveyance, royality of moorum & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause - 408 of MoRT&H Specifications for Road & Bridge works (5th Revision).
73.5
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Construction of Embankment and earthen shoulders with approved sand and moorum addmixture with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
118707.49
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Turfing the slopes of embankment with compact turf grass including cost, conveyance of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause - 307 of MoRT&H Specifications for Road & Bridge works (5th Revision)
800
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Construction of cement concrete Kerb with top and bottom width 115 and 165mm respectively 250mm high in M 20 grade P.C.C on M-10 grade foundation 150mm thick foundation having 50mm projection beyond Kerb stone Kerb stone laid with Kerb laying machine foundation concrete laid manual all complete as per clause 408 Sr. No.8.1 clause 408.
200.4
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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).
120.24
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P.C.C M-15 nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed, placed infoundation and compacted by vibration including curing for 14 days. Including dewatering etc.
480.32
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Reinforced cement concrete M-20 nominal mix in foundation (upto GL) with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days with dewatering & form workas per section 1000 and 2100 of MoRT&H specification and direction of the Engineer-in-charge.
1021.06
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Reinforced cement concrete M-20 nominal mix in sub-structure with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation 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 .
826.96
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Metal spall backing to weep holes of abutments, deep drain with HB stone aggregates of 50mm size including cost, conveyance, royality of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause -710.1.4 of IRC 78 & Clause - 2504.2 of MoRT&H Specifications for Road & Bridge works (5th Revision).
2175.03
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Providing & erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated steel metal beam rail, 70cm above road/ ground level fixed ISMC series channel vertical post 150 x 75 x 5 mm spaced 2m centre to centre, 1.8m high, 1.1m below ground / road level, all steel part & filments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause-811 of MoRT&H Specifications for Road & Bridge works (5th Revision).
93.9
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Providing & fixing of Reinforced cement concrete M-15 grade hectometre 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).
1
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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).
2
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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).
419.3
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Supplying, fitting, fixing of roads sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge.
-
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(a) 1800mmx1200mm size board.
8.64
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(b) 90 cm equilateral triangle
12
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(c) 80 cm x 60 cm rectangular
18
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(d) 60 cm equilateral triangle
18
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(e) 60 cm circular
18
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Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973
234
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Providing Supplyig ,fitting and fixing of solar Blinkers(Red Colour signal) of Mono crystaline type of 18 volt/900 MA plumbic Acid type Battery with 5mm LED size of 192 Nos. Of light required and Luminous intensity with 15 watt solar Cell and fitting 3" dia G.I Pipe
4
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