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_72939_1Bid Award Id
ViewTender No
Tender Online CC-22 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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All kinds of Soil
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For 7.5m dia wells
17
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For 7.0m dia wells
24
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In Soft Rock
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For 7.5m dia wells
17.8
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For 7.0m dia wells
37.55
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In Hard Rock
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For 7.5m dia wells
1.2
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For 7.0m dia wells
2.4
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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
151.85
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Well Steining
363.89
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Railing & Post
238.6
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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
1427.2
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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
343.72
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Abutment and Pier Shaft
344.29
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Superstructure
457.71
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Return Wall/ Wing Wall
88.46
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Approach Slab
17.33
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Abutment and Pier Cap
24.26
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Dirt Walls
12.87
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Wearing Coat
67.11
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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.
2507.72
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Supplying,Testing, fitting, fixing in position Neoprene bearing as per approved design & specification including fixing with resin including cost conveyance 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 & should be tested before use( test certificate to be furnished)
460800
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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
11.03
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In Substructure
124.21
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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.
84
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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.
104
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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.
410
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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
159
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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.)
423.34
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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.)
60.52
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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.)
24.58
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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.
122.79
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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.
365.84
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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.
1057.82
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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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In Foundation
18.51
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Above Bed
8.66
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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.
252.49
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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.
88.46
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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.
1990.8
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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.
47.85
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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification and direction of Engineer-in-Charge.
3200
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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
12.96
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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.
5135.88
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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.
133.2
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Construction of Granular sub-base by providing well graded material of moorum and sand admixture to required proportion, spreading in uniform layers with grader on prepared surface, mixing by mix in place method if required with rotavator to achieve P.I value less than 6 and compacting at OMC with smooth wheel roller to achieve the the desired density complete as per technical specification clause 401 of MoRD for rural roads and as per direction of Engineer-in-Charge.
687.74
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Providing, laying, spreading of moorum in shoulder of Cement Concrete pavement and consolidation with watering to required thickness with cost, conveyance, royality, labour charge, T & P etc as required for the work complete in all respect as per direction of Engineer in charge.
100.98
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming,requisite type of screening/ binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density including cost, conveyance, royalty of material, labour charges, T&P etc. complete as per Technical Specification Clause 404 of MoRTH specification for road & bridge works (4th revision) by manual means and as per direction of the Engineer-in-Charge.
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i) Grading No.-2 with stone screened dust
308.39
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ii)Grading No.-3 with stone screened dust
229.5
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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.
3060
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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.
3060
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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 aggregates using VG-30 grade of bitumen @ 1.46 Kg/Sqm 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 by manual means with 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.
3060
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Providing and laying 6mm thick precoated seal coat (Type -B) using 0.06 cum of 6.7 mm size chips as per sieve analysis & 6.8 Kg of bitumen per 10 Sqm, including hire & running charges of PRR, hot mix plant, tar boiler & all other T&P articles with cost, conveyance, royality of all materials, labour charges etc required for the work complete by manual means as per specification and direction of Engineer in Charge.
3060
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Construction of un-reinforced, plain 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 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity 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 formwork 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, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification as per clause 1501 of MoRD and direction of Engineer in Charge.
189.34
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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.
771.67
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Fine dressing and turfing including transportation 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 etc.complete as per the direction of the Engineer-in-charge.
2400
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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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600 mm dia
7.5
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1000 mm dia
7.5
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 of MORD Specification for Rural roads including cost,conveyance,royalty, labour and T&P required for the work as per direction of the Engineer-in-Charge.
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600mm dia circular
4
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900mm equilateral triangle
4
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Providing and fixing precast R.C.C (1:2:4) Km stone/ 200m stone as per IRC Design including finished smooth etc. complete as per the direction of Engineer-in-Charge.
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200 M Stone (Precast)
4
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95cm long ordinary KM. stone for N.H,S.H & village roads.
2
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Providing and fixing of typical informatory sign board with Logo as per specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700 of MoRD as per direction of the Engineer-in-Charge.
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