Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date19 Jul 2023
Closing Date31 Jul 2023
Tender Amount₹ 5,10,13,923
Costs
EMD
₹ 5,10,139Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERWI_90849_1Bid Award Id
ViewTender No
TENDER ONLINE CC-18 OF 2023Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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All kinds of Soil
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For 7.5m dia wells (Abutment)
14
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For 7.5m dia well (Pier)
10
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In Soft Rock
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For 7.5m dia wells (Abutment)
9.2
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For 7.5m dia well (Pier)
6.3
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In Hard Rock
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For 7.5m dia wells (Abutment)
1.2
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For 7.5m dia well (Pier)
0.6
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R.C.C. of design mix of M-25 grade having specified characteristics compressive strength / target mean strength of 250kg / cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150mm x 150mm cubes at 28 days curring after mixing & tests conducted in accordance with relevant clauses of IS 456/ IS 516/RC 216/1987/IRC-78/1983 using crusher broken hard granite coarse aggregate of 40mm size & down graded as specified in clause-302.6.2 of IRC-21-1987 & IS-10262 & subject to mix design in conformity with the grading & proportiion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum qantity of cement confirming to codal provision including hoisting, lowerring & laying cocrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works finishing the exposed surface smooth providing beads & grooves whereever necessary including cost, conveyance royaltities of all materials the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-charge but excluding cost, conveyance of tor steel & binding wire labour charges for straighthening, cutting, bending, binding, welding & tying the grills lapping splicing etc. where ever necessary & hoisting & placing in position (to be paid separately as required for RCC works).
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Well Curb
71.87
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Well Steining
183.81
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Railing & Post
137.8
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R.C.C. of design mix of M-20 grade having specified characteristics compressive strength / target mean strength of 200kg / cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150mm x 150mm cubes at 28 days curring after mixing & tests conducted in accordance with relevant clauses of IS 456/ IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm down graded sizes & proportion as specified in clause-302.6.2 of IRC-21-1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowerring & laying cocrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works finishing the exposed surface smooth providing beads & grooves whereever necessary including cost, conveyance royaltities and all other & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)
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Well Steining
659.66
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R.C.C. of design mix of M-30 grade having specified characteristics compressive strength / target mean strength of 300kg / cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150mm x 150mm cubes at 28 days curring after mixing & tests conducted in accordance with relevant clauses of IS 456/ IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite coarse aggregate of 20mm down graded sizes & proportion as specified in clause-302.6.2 of IRC-21-1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowerring & laying cocrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works finishing the exposed surface smooth providing beads & grooves whereever necessary including cost, conveyance royaltities of all materials with all lead & lifts, cost of all labour, T&P & machinaries etc required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straighthening, cutting, bending, binding, welding & tying the grills lapping splicing etc. where ever necessary & hoisting & placing in position (to be paid separately as required for RCC works)
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Well Cap
211.11
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Abutment and Pier Shaft
79.06
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Superstructure
275.78
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Approach Slab
19.52
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Abutment and Pier Cap
24.47
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Dirt Walls
12.72
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Wearing Coat
38.76
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Supplying, cutting, bending, binding, straightening, placing HYSD bars confirming to grade IS:1786-(Fe-500) for steel reinforcement works for finished item of work as per approved drawings and technical specifications complete in all respect as per section 900,1000, 1600,2100,2200 & 2300 of MoRT&H specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
1368.01
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Supplying, fitting & fixing in position true to line & 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 & elastomer elements to be as per IRC:83 Parts I & II respectively and other parts conforming to BS:5400, Sections 9.1 & 9.2 and Clause 2006 of MoRT&H Specifications complete as per drawing & approval of Technical Specifications etc complete as per the direction of the Engineer-in-charge.
12
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Providing plain cement concrete M-15 with clean black hard granite stone aggregates of 40mm & down graded size of approved quality from approved quarry consistent with strength & cover of concrete & laying in position in layers not exceeding 150mm thick in the proper packing by means of vibrator to proper slope and to the required level including hoisting lowering laying concrete providing side shuttering & finishing all exposed surface smooth supplying & working of pumps, labour & T&P articles & all machineries, dewatering if required with cost conveyance, royality of all materials complete in all respect as per specification & direction of the Engineer-in-Charge.
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In Foundation
39.56
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In Substructure
240.5
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Providing C.I. Grating to holes in deck slabs size upto 15cm dia for drainage of water including cost of materials and T&P required for the work as per direction by the Engiener-in-charge.
28
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Supplying and fixing of RCC Guard post of 150 mm dia and 1m long as required as per drawing in RCC (1:2:4) using 12 mm size h.g chips etc. complete.
204
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Fixing anchor bars upto 25mm to 38mm dia to the founding level at rock strata as per approved design including cost. Conveyance of all materials and T&P required for the work but excluding cost of TS rod, labour charges for bending binding, tying the grills & placing in postition as per specification & direction of Engineer-in -charge.
138
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Providing weepholes in brick masonry / stone masonary , 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 1 (V) :20(H) towards drawing face complete as per drawing and techinical specificaiton and the direction of the Engineer-in-Charge
243
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Plain Cement concrete M-15 (1:2:4) using 10% extra cement on nominal mix to be used for bottom plugging having maxmum compressive strength of 150 kg/cm2 with minmum quantity of cement as specified in IRC code in work tests on 150 mm x 150mm cubes at 28 days curing using cement as per IRC-78/ 1983 after mixing & tests conduct in accordance with IS 456 & IS 516 with crusher broken hard granite coarse aggegate of 40mm size & down graded in conformily with clause 302 6.2 of IRC -21/1987 of approved quality (test in laboratory) from approved quarry & concrete laid in continuous operation using treime pipes or skip boxes upto required depth including lowering, hoisting & laying in layers of 150 mm thick with cost, conveyance royality of all materials, labour hire charges of all T&P & machenaries required for the work complate in all respect. (In case of grouted concrete the grout mix shall not be leaner than 1:2) (Recuperation test may have to be done if directed by Engineer-in- charge.)
229.36
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Plain Cement concrete M-15 (1:2:4) maxmum compressive strength of 150 kg/cm2 with minmum quantity of cement to be used in top plugging as specified in IRC code in work tests on 150 mm cubes at 28 days curing using cement as per IRC-78/ 1983 after mixing & tests conduct in accordance with IS 456 & IS 516 with crusher broken hard granite coarse aggegate of 40mm size & down graded in conformily with clause 302 6.2 of IRC -21/1987 of approved quality (test in laboratory) from approved quarry & concrete laid in continuous operation using treime pipes or skip boxes upto required depth including lowering, hoisting & laying in layers of 150 mm thick with cost, conveyance royality of all materials, labour hire charges of all T&P & machenaries required for the work complate in all respect. (In case of grouted concrete the grout mix shall not be leaner than 1:2) (Recuperation test may have to be done if directed by Engineer-in- charge.)
35.64
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Supplying & filling good clean river sand inside the well/approach road including watering to complete saturation & ramming complete with all leads & lifts including cost, Conveyance, royality of all materials & cost of all labour & T&P required for the work complete ( measurement will be taken for compacted section as per direction of Engineer-in-Charge.)
38.46
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Earthwork in excavation for foundation of structures in all kinds of soil upto 3 m depth as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal up to a lead of 50m, dressing of sides and bottom and backfilling with excavated suitable materials and as per direction of Engineer-in-charge.
169.58
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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 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
608.51
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Painting two coats on concrete surface by using water based cement paint of approved quality including cost of all matrials, labour charges, T&P etc. required for the work complete in all respect as per specification and direction of the Engineer- in- Charge.
885.15
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Cement concrete (1:3:6) in foundation & plinth with 4cm. crusher broken hard granite broken metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge providing groove & beads where necessary complete in all respects.
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Above Bed
9.76
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Leveling the hard rock surface under wells for piers, abutments and wings under water as per specification & direction of Engineer-in -charge.
132.56
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Providing& laying filter media with stone crushed aggregates of 45mm size satisfying the requirement laid down in clause 2504.2.2 of MoRTH specification to thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall & provided over the entire surface behind abutment,wingwall & return wall to the full height compacted to a firm condition complete as per drwawing & technical specification clauses and as per specification and direction of Engineer-in-charge.
50.73
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Back filling with sandy material by using sand behind the abutment and wing wall including cost, conveyance and royality of all materials & cost of all labour & T&P reuired for the work complete (measurement will be taken for compacted section) as per specification and direction of Engineer-in-charge.
938.33
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Providing fitting & fixing strip seal expansion joints at the edges of the slab with suitable anchoring arrangements by 12mm. M.S. Bars as per MOST design & drawing including fitting, fixing & welding with 6 mm. plates & filling joints of wearing coat with bitumen joint filler 12 mm. thick & joint sealing compound at top including painting of exposed surface of M.S. covered plates with anticorrosive bitumanstic paint etc. with cost, conveyance of all materials labour & T&P etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
25.35
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Blasting hard & compacted sheet rock excluding sand stone measured in solid including jumping holes cost of explosive fuse, detonator, etc & stacking the blasted debris clear of work within 50m lead etc complete as per the direction of the Engineer-in-charge.
9.66
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Loosening of the ground upto a level of 500mm below the sub-grade level, watered, graded & compacted in layers to meet the requirement of Table 300.2 for sub-grade construction as per Technical Specification Clause 305 of MoSRT&H for Road & Bridge Works etc complete as per the direction of the Engineer-in-charge.
1650
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Construction of embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site by mechanical means, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 & clause 305 of MoRT&H specification for Road & Bridge works as per direction of the Engineer-in-Charge.
2359.18
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Gravel backing to revetment & slope of road embankment with good latrite moorum from stacks, stacked at work site or at approved stacking yard including watering and ramming with cost, conveyance, royality of all materials and cost of all labour T&P required for the work complete in all respect as per specification & direction of Engineer in Charge.
112.43
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Providing, laying, spreading and consolidation of moorum with PRR in shoulder of B.T pavement to required thickness including watering with cost, conveyance, royality of all materials, labour charge, T & P etc as required for the work complete in all respect as per direction of Engineer in charge.
150
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Construction of granular sub-base by providing Close Graded Granular sub-base Grading - III 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 with all leads & lifts including cost, conveyance, royalty of all materials & cost of all labour & T&P required for the work etc as per clause 401 of MoSRT&H Specifications for Road & Bridge works as per direction of the Engineer-in-Charge.
365.4
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Providing, laying, spreading and compacting graded stone aggregates of specific sizes to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material 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 Technical Specification Clause 406 of MoSRT&H specification for road & bridge works (4th revision) including cost, conveyance, royalty, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
388.13
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Providing & laying compacted Bituminous Macadam (Grading-II ) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
86.26
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Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means for low porosity surface including cost, conveyance, royalty of materials, labour charges, T&P etc, required for the work complete as per clause 502 of MoRT&H specification and direction of Engineer in Charge.
1725
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Providing and applying tack coat with Bitumen emulsion (RS -1) at the rate of 0.30 kg per sqm using emulsion pressure distributor on the prepared granular surfaces treated with primer using mechanical means including cost, conveyance, royalty of materials, labour charges, T&P etc, required for the work complete as per clause 503 of MoRT&H specification and direction of Engineer in Charge.
1725
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Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of 10mm nominal size (Grading-II) 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 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including cost, conveyance, royalty, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
43.13
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain & foundation of other structures with all lead & lift by mechanical means graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 & MORD clause 301.5 as directed by Engineer in charge.
231.32
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Supplying and laying R.C.C. Hume pipes of NP3 class(confirming to relevant IS specification) for culverts including fixing collar with cement mortar 1:3 including cost, conveyance royality, labour, T&P,all other materials required for the work etc.complete as per direction of Engineer-in-charge.
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1000 mm dia
15
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