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_73325_2Bid Award Id
ViewTender No
Bridge Online NCB No.324Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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R.C.C M-30 using 20mm down graded chips (C.B) in superstructure above ground level including cost carriage royalty and taxes of all materials T &P articles etc.complete as per specification and direction of the Engineer in charge.
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-
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In foundation
357.14
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5450.95
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Sub-Structure
453.38
-
6927.05
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Cantilever Wing wall
8.74
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10822.85
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Dirt wall
13.31
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9071.95
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Abutment & pier cap
18.03
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8021.4
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T - Beam Girder and deck slab
333.01
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19646.33
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Approach slab
19.52
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6270.5
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Wearing coat
48.35
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5832.75
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R.C.C.M-250 using 20mm down graded chips in foundation & plinth upto a depth of 1.50 m below ground level and upto a hight of 1.5 m above ground level bed including cost carriage royalty and taxes of all materials T &P articles etc.complete as per specification and direction of the Engineer- in- charge.
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-
-
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R.C.C Post and Railing
13.34
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7999.4
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Cutting , Bending binding ,the tor steel(HYSD)bar with tying the grills and placing in position including cost of binding wire and Cost, carriage of M.S. rod etc. complete as per specification and direction of the Engineer in charge.
1443.58
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9071.25
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Painting on concrete surface providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of of 1 litre for 2 sqm.
150
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46.3
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Providing 600mm thick filter media in the rear of abutment and wing walls with 5cm size h.g metal of approved quality from approved quarry including cost,conveyance,royalty and taxes of all materials & T&P articles required for the work etc.complete as per specification and direction of the Engineer-in-charge.
131.45
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2111.1
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Providing weep holes in the abutement and wing walls of 8cmx23cm size including metal spall backing 30cm x 30cm size in rear complete including centering and shuttering with cost,conveyance,royalty and taxes of all materials etc.complete as per specification and direction of the Engineer-in-charge.
414
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105.5
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Fitting and Fixing of Neoprene Bearing as per approved design by MORTH and duly tested by D.G.S&D including cost,conveyance and taxes of all materials etc.complete as per specification and direction of the Engineer-in-charge.
322560
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1.01
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Fitting and fixing strip seal expansion joint including cost & taxes of all materials etc. complete as per specification and direction of the Engineer-in-charge.
37.5
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9134.62
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Providing, fitting, fixing C.I. gratings holes in deck slab inlcuding cost & taxes etc. complete as per specification and direction of the Engineer-in-charge.
30
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43.46
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Back filling with granular materials including all cost conveyance and royalty and taxes of all materials etc.complete as per specification and direction of the Engineer in charge.
384.23
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796.15
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Rough stone dry packing in appron and revertments with hard granite stone 30cm & above size including cost carriage royalty T&P articles required for the work and taxes of all materials etc.complete as per specification and direction of the Engineer in charge.
161.85
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1616.65
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Gravel backing the back of abutment and to revertment and approns etc including cost,conveyance,royalty and taxes of all materials etc.complete as per specification and direction of the Engineer in charge.
28.26
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796.15
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Grouting approns and revertment 23cm. Deep with c.c.(1:4:8) with cost ,conveyance,royalty using 2.5cm. Size h.g metal etc.complete as per specification and direction of the Engineer in charge.
188.4
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775.05
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P.C.C. work of M-15 grade with 20mm H.G. (C.B) chips including hoisting, & laying concrete & watering etc. complete as per specification and direction of the Engineer-in-charge.
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-
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Filling foundation trenches up to rock top. Take 1/3 of rock quantity excavated by blasting etc. complete as per specification and direction of the Engineer-in-charge.
1164.26
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3959.8
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Earth work in excavation of foundation in all kinds of soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & depth including shoring,shuttering,propping bullah, pilling, dewatering from foundation, supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas as directed by the Engineer-in-charges complete as per specification & direction of the E-I-C, below bed level.
294.5
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37.63
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Cement concrete (1:3:6) with 4cm. Size hand/crusher broken hard granite metal of approved quality from approved quarry including hoisting,lowering and laying in position in layers not exceeding 15cm. Thick with proper packing and ramming by means of vibrator to proper slope & level including curring, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance, royalty & taxes of all materials required for the work including supplying & working of pumps and all other materials required for the work & all other materials for the work, T&P articles, finishing the exposed surface smooth as per specification & direction of the E-I-C providing grooves & all beads where necessary etc., complete in all respect.
75
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4899.45
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Cement concrete (1:2:4) with 12mm. Size hand/crusher broken hard granite chips of approved quality from approved quarry including hoisting,lowering and laying in position in layers not exceeding 15cm. Thick with proper packing and ramming by means of vibrator to proper slope & level including curring, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance, royalty & taxes of all materials required for the work including supplying & working of pumps and all other materials required for the work & all other materials for the work, T&P articles, finishing the exposed surface smooth as per specification & direction of the E-I-C providing grooves & all beads where necessary etc., complete in all respect.
493.55
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6277.55
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Clearing and grubbing of road land including uprooting vegetation grass, bush, shrubs saplings and trees of girth upto 300mm removal of stumps, disposal of unserviceable material etc. complete as per specification and direction of the Engineer-in-charge.
3600
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5.75
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Construction of embankment with approved material obtained from borrow pits with approved materials obtained from borrow pits with lifts and lifts transporting to site by mechanical means within a lead of kms spreading grading to required slope and compacting as per direction of Engineer in charge.
4853.25
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139.87
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Preparation subbase using sand gravel mix. Including laying spreading in uniform layers, watering and compacting with 8-10 T Power roller to 98% of proctor’s density complete for finished item of work etc. complete as per specification and direction of the Engineer-in-charge.
425.25
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820.85
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Providing laying spreading and compacting stone aggregates of sizes to waterbound macadam specification including spreading in uniform thickness hand packing rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber applying requisite type of screening materials to fill up the interstices watering and compacting to required density etc. complete as per specification and direction of the Engineer-in-charge.
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-
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Grading II ( Using moorum or gravel )
168.75
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2313.35
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Grading III ( Using moorum or gravel )
168.75
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2387
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Cleaning the existing grannular base surface including removal of binding materials and other foreign materials with wire brushes and small picks sweeping with brooms or soft brushes and finally dusting with old gunny bags and / or compressed air to receive bituminous treatment etc. complete as per specification and direction of the Engineer-in-charge.
2250
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15.15
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Spreading of Bitumonous Primer Coat over the granular base course @ 6.0 kg / 10sqm area etc. complete as per specification and direction of the Engineer-in-charge.
2250
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39.25
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Spreading of Tack Coat @ 3.0 kg/10 sqm areaover the the bituminous course as per specification for Roads and Bridge Works etc. complete as per specification and direction of the Engineer-in-charge.
2250
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24.85
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Providing 20mm thick open Graded Premix Carpet consists of laying compacting open graded carpetconsisting of premixed aggregate 13.2 mm size @ 0.18 cum/10 sqm and 11.2mm size @ 0.09 cum / 10 sqm with Bitumen binder @ 14.6 kg/10sqm as per specification excluding primer/tack coat and seal coat but including preparation of surface mixed in hotmix plant laid and rolled with smooth wheeled power roller etc. complete as per specification and direction of the Engineer-in-charge.
2250
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173.9
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Providing Seal Coat Type-B (Premix Seal Coat) over the prepared base with premixed stone chips of size 6.70mm @ 0.06 cum / 10 sqm and Bitumen @ 6.80 Kg/10 Sqm and rolled with smooth wheeled power roller etc. complete as per specification and direction of the Engineer-in-charge.
2250
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72.1
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Fine dressing turfing the slopes of the dam or dyke with compact dub-grass with all lead and lift etc. complete as per specification and direction of the Engineer-in-charge.
2400
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16.85
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