Rural Development Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CERWI_73258_3Bid Award Id
ViewTender No
Tender Online CC-26 of 2021Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Upto 10m Depth (Abutment)
20
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Upto 10m Depth (Pier)
10
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For 11th Successive Mtr Depth (Abutment)
1.76
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For 11th Successive Mtr Depth (Pier)
0.76
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For 12th Successive Mtr Depth (Abutment)
0.76
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Soft rock (Abutment Right & Pier)
8
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Hard rock (Abutment left, Right & Pier)
1.8
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Providing Concrete concrete (1:3:6) in foundation and plinth using 4cm size hard granite crusher broken metal of approved quality from approved quarry including watering, curing, side shuttering and raming with cost, conveyance, royalty, taxes of all materials, labour charges, T&P etc. required for the work complete in all respect as per specification and direction of Engineer-in-Charge.
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Foundation
4.01
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Substructure
40.28
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R.C.C. of design mix of M-250 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 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 course aggregate of 20mm & down graded size proportioin 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 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, finishing the exposed surface smooth providing beads & grooves whereever necessary including cost, conveyance, royaltities of all materials 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) etc. complete as per specification and direction of Engineer-in-Charge.
583.04
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RCC 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 150 mm. cubes at 28 days curing 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 and 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, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering ,shuttering including cost, conveyance royality & taxes of all labour machineries etc. required for the work complete in all respects as per specification & direction of 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 Curb
69.91
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Well Steining
183.92
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RCC 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 150 mm. cubes at 28 days curing 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, lowering & laying concrete 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 wherever necessary including cost, conveyance royalties and all other taxes 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 caps
223.71
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Abutment & pier shafts
74.19
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Wearing Coat
21.77
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Approach slab
17.1
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Abutment & pier caps
8.94
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Tie beam & Cantilever wingwall
8.87
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Super Structures
173.93
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Dirt wall in Abutment
11.09
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Road Kerb
11.94
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Cement concrete with M-150+10% extra cement on nominal mix to be used for bottom plugging having maximum compressive strength of 150 kg./cm2 with minimum quantity of cement as specified in IRC code in work tests on 150 mm. cubes at 28 days curing using cement as per CL 710-7 of IRC-78/1983 after mixing & tests conduct in accordance with IS 456 & IS-516 with crusher broken hard granite coarse aggregate of 40 mm. size down graded in conformity with clause-302.6.2 of IRC-21/1987 of approved quality (test in laboratory) from approved quarry & concrete laid in continuous operation using tremie pipes or skip boxes upto required depth including lowering, hoisting & laying in layers of 150 mm. thick with cost, conveyance royalty of all materials, labour hire charges of all T&P & machineries required for the work complete 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).
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Bottom Plugging
216.82
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Cement concrete of M-150 having maximum compressive strength of 150 kg./cm2 ( test to be conducted) on 150 mm. cubes tested at 28 days including curing (tests conducted in accordance with IS-456 & IS-516) & conforming to clause-302 of IRC 21/1987 using clean crusher broken hard granite coarse aggregate of 40 mm. size down grade of approved quality to be protested in the laboratory) obtained from approved quarry the proportion mix, grading conforming to relevant ISI/IRC codes pre-approved including arranging of reinforcement as per approved drawing including hoisting, lowering concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering & curing for 28 days centering shuttering & finishing the exposed surface smooth providing grooves & beads where necessary including cost, conveyance royality of all materials, labour charges, machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per specification & direction of Engineer-in-Charge.
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Top Plugging
35.67
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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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Superstructure
189.17
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Supply of HYSD bars confirming to gradeFe-500 cutting bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987)
958.25
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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 & taxes 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.)
877.54
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Supplying, fixing 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 of all materials, labour charges, T&P etc. required for the work complete as per specification and direction of Engineer-in-charge.
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1000mm dia HP
7.5
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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 taxes of all materials labour & T&P etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
22.5
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Providing , fitting and fixing of expansion joint by using salitex board of approved size including cost, carriage of all materials, labour charges ,T & P etc required for the work complete as per specification and direction of the Engineer-in- Charge
6.48
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Supplying, fitting, fixing in position Neopreme bearing of approved design & specification at the designed level including fixing with resin of required grade & strength/ holding down bolts of standard specification including cost, conveyance,royalty of all materials with cost of all labour T&P & other machineries required for the work complete in respects as per direction of the Engineer-in-Charge. (The bearing should confirm to the latest MOST specification & IRC codes & should be tested before use test certificate to be furnished)
213840
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Rough stone dry packing in aprons and revetments of desgned thickness on slope using 30cm and above size hard broken granite stones of approved quality free from weathering skin and from approved quarry including filling the interestices with small stones spalls etc. with cost, conveyance, royalty and taxes of all materials and labour T&P etc. required for the work complete in all respects (the weight of each stone shall not be less than 50kg to 70kg) as per specification and direction of Engineer-in-charge.
246.96
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Providing Weepholes in brick masonry / stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
130.2
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Fixing anchoring bars upto 25mm to 38mm dia to the foundation of piers and abutments after drilling holes grouting with cement or cement mortar as per approved propertion etc. all complete but excluding cost of rod including cost, conveyance of all the materials, labour charges, T&P etc. required for the work complete in all respect as per specification & direction of the Engineer-in Charge
416
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Construction of precast RCC railing of M25 grade , aggregate size not exceeding 12mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications including cost, conveyance, royalty of all materials, labour charges, T&P etc. required for the work complete in all respect as per specification and direction of Engineer-in-Charge.
92.86
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Providing C.I. grating to holes in deck slabs size upto 15 cm dia for drainage of water including cost of materials, labour charges & T&P etc. required for the work complete as directed by the Engineer-in-Charge.
24
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Supplying and fixing of RCC Guard post of 150 mm dia and IM long in RCC (1:2:4) using 12mm size H.G. C.B. chips including centering and shuttering, with cost of all materials, labour charges, T&P etc. required for the work complete in all respect as per specification and direction of Engineer-in-Charge.
160
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Gravel backing to revetment and slope of road embankment using good laterite moorum of approved quality from approved quarry including watering and ramming with cost, conveyance, royalty of all materials,labour charges ,T&P etc required for the work complete as per specification and direction of the Engineer-in- Charge.
97.74
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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.
2506.18
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Back filling behind abutment ,wing wall & return wall with hard granite stone boulders grouted with sand including cost, conveyance, royalty of all materials, labour charges, T&P etc. required for the work complete in all respect as per specification and direction of Engineer-in-Charge.
212.86
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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.
72.87
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Providing and laying moorum sub-base by using moorum in shoulder in layers not exceeding 100mm watering and compacting to the required density in OMC with PRR with cost, conveyance, royality of materials, labour charges, T & P etc as required for the work complete in all respect as per speification and direction of Engineer in charge.
400.76
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Providing and laying , spreading and compacting stone aggregates of specific size for Water Bound Macadam as per specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to propper grade and camber, applying and brooming, crushable screening / stone screening , binding materials to fill-up the interstices of course aggregate, watering and compacting to the required density as perTechnical Specification Clause 405 of MORD specification for Rural roads by manual means including cost of all materials, labour charges, machineries, T&P etc. required for the work complete in all respect as per specification and direction of Engineer-in-charge.
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WBMGr-II
116.72
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WBM Gr-III
116.72
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 of MoRD and as per direction of the Engineer-in-Charge.
1556.25
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Providing and applying Tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 kg per sqm area on the prepared granular surface and cleaned with hydraulic broom as per Technical Specification clause 503 of MORD specification for Rural roads 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.
1556.25
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Providing, laying and rolling of open-graded Premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm stone aggregates @ 0.27cum/10sqm area using S-65 penetration grade bitumen@ 14.60kg/10sqm area to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per Technical Specification Clause 508.of MORD specification for Rural roads by manual means 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.
1556.25
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Providing and laying 6mm thick precoated Seal coat Type-B using 0.06cum of 6.70mm size chips as per sieve analysis & 6.80kg of bitumen per 10sqm area & rolling with PRR including hire & running charges of PRR, Hot Mix Plant, tar boiler,cost,conveyance, royalty& all other taxes of materials, labour charges,T&P etc required for the work complete in all respect as per specification & direction of Engineer -in- Charge.
1556.25
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Fine dressing and turfing including transportation of turf by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials required for the work complete as per the specification and direction of the Engineer-in-charge.
2400
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Painting two coats with any approved enamel paint of approved colour, shade and quality to exterior plastered surface of approved quality in all floors and all heights including preparing the surface, watering and curing with cost, conveyance, royalties of all materials and cost of all labour, scaffolding, sundries and T&P. etc. required for the work etc. complete as per specification and directed by the Engineer in charge.
41.79
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Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease,efflorescense and applying paint@ 1 litre per 02 sqm including cost, labour charges, T&P etc. required for the work complete in all respect as per specification and direction of Engineer-in-Charge.
959.64
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