Rural Development Department Tender
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Costs
EMD
₹ 3,00,600Document Cost
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Description
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Contact
Tender Id
2018_CERWI_47736_12Bid Award Id
ViewTender No
Online Tender/04-2018-19/BPRTender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Construction of embankment with suitable earth obtained from excavation from structures / Roadway cutting earth including removal of roots shurbs and foreign debries from the earth laying in proper grande & camber compaction by PRR at O.M.C. and cost of all labour, T&P, Cess etc. complete as per direction of the Engineer in charge (Payment of utilised earthwork will be made on compacted level section) only
2237.07
132949
59.43
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Providing compacted granular subbase using gravel or moorum with sand admixture saticifying the P.I. value of good quality including cost, conveyance taxes, royality, cess of all materials and laying, spreading in uniform layers, watering and compacting to the required density in OMC with vibratory roller complete for finished item of work as per direction of the Engineer in charge
1806.19
1041665
576.72
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Providing, laying, spreading and compacting stone aggregates of 63mm to 45mm size (Gr-II) / 53mm to 22.4mm size (Gr-III) WBM specification (75mm compacted thickness) as follows including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials of moorum or gravel with sand admixture to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including hire and running charges of PRR and all other machinaries including all labour, T&P and cost, conveyance royality, Cess & taxes of all materials required for the work complete in all respect as per direction of the Engineer-in-Charge.
-
-
-
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WBM Gr-II
839.24
1843164
2196.23
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WBM Gr-III
726.94
1655874
2277.87
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Providing & applying primer coat with bitumen emulsion on prepared surface of granlar base including clearing of road surface and spraying @ 0.60 kg/sqm using mechanical means as per clause 502 of MoSRT&H etc. complete as per direction of the Engineer-in-Charge.
9692.55
184740
19.06
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Providing applying tack coat with bitumen emulsion using emulsion pressure distributor @ of 3 Kg per 10 sqm on the prepared granular base treated with primer cleaned with mechanical broom as per clause 503 of MoRST&H including cost, conveyance royality, Cess of all materials, T&P labour, hire charges of machinaries etc. complete as per direction of the Engineer in charge.
9692.55
96925
10
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Providing, laying 20mm thick Premix Carpet using 0.27 cum of 13.2 mm to 5.6mm size crusher stone chipping and 14.60 Kg penetration grade of 60/70 bitumen for 10 sqm including hand packing to proper camber and consolidation with PRR inclusive of hire and running charges of PRR, hot mix plant, bitumen boiler and all other T&P articles including cost, conveyance, royality, Cess, taxes of chips and bitumen & other required materials etc. complete as per specification and direction of the Engineer in charge.
9692.55
1254409
129.42
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Providing and laying 6mm thick pre-coated seal coat using 0.06 cum of 6.7mm size chips as per sieve analysis and 6.8 Kg of 60/70 bitumen per 10 sqm including hire and running charges of PRR, hot mix plant, bitumen boiler and all other T&P articles including cost, conveyance, royality, Cess, taxes of chips and bitumen & other required materials etc. complete as per specification and direction of the Engineer in charge
9692.55
481525
49.68
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Fine dressing &Turfing including transportation by mechanical means with 5km lead and placing of turfs in position and ramming with thapies including watering and cost of labour & all materials, Cess etc. complete as per direction of Engineer - in - charge.
5068
76121
15.02
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Earth work in excavation of foundation in hard or gravelly soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required 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 with Cess complete as per specification & direction of the Engineer-in-charge.
1640.06
220473
134.43
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Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge.
131.84
65231
494.78
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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 M-30 (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 and appropriate weigh batcher 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, primer, sealant, near approaches to bridge/culvert or at any approved portion of road and construction joints, admixtures as approved, curing of concrete slabs for 14-days as per MoRD technical specification Clause 1501 and as per direction of Engineer-in-Charge.
270
1296094
4800.35
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Providing Cement concrete M-15 in foundation upto a required depth below ground level and upto a required height above ground level/bed level using 40mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer – in – charge
-
-
-
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Foundation bed
330.54
1237112
3742.7
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Above foundation bed
349.62
1344582
3845.84
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Construction of R.C.C. railing M20 grade in Cast-in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre- to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications clauses 800, 900 and 1208.3.
145.2
199841
1376.32
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Providing Cement concrete M-20 upto a required depth below ground level and upto a required height above ground level/bed level using 40mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer – in – charge
81.77
375043
4586.57
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Providing RCC of design mix of M-200grade of controlled qulity having cube strength of 200kg./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 16/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 10 mm. to 20mm. sizes obtained from approved quary & proportion as specified in clause-302.6.2 of IRC 21/1987, IS-10262 & including hoisting, lowering & laying concrete in layers
-
-
-
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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, Cess 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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-
-
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Tie Beam, Colum, Wingwall
24.43
162288
6643.01
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Road Kerb
20.69
117271
5668.01
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Providing, laying and fixing RCC pipes of NP3 as follows (Confirming to relevant I.S.Specification) in position including sealing the joints in C.M (1:3) including cost, conveyance royality, taxes, Cess of all materials, labour, T&P required for the work etc. complete as per specification and direction of the Engineer in charge.
-
-
-
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600mm dia (Single row)
52.5
114798
2186.64
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Providing Rough stone dry packing/ pitching in slope, protection walls, approns and revetments to designed thickness using hard granite stones of 30 cm and above size of approved quality from approved quarry including quarrying supplying conveying and cost conveyance taxes royality, Cess of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level etc. complete in all respect (the weight of each stone shall not be less than 40 kg) as per direction of the Engineer – in – charge including dewatering if required.
270.03
381811
1413.96
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Providing RCC of design mix of M-250grade of controlled qulity having cube 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 16/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 10 mm. to 20mm. sizes obtained from approved quary & proportion as specified in clause-302.6.2 of IRC 21/1987, IS-10262 & including hoisting, lowering & laying concrete in layers
-
-
-
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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, Cess 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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-
-
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Raft
307.73
1494767
4857.4
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Ribs & Hunches
138.38
678699
4904.61
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Deck Slab
299.48
1833569
6122.51
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Guard Post
1.26
6378
5062.04
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Abutment & Pier
165
1064707
6452.77
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Providing RCC of design mix of M-300 grade of controlled qulity having cube 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 16/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 10 mm. to 20mm. sizes obtained from approved quary & proportion as specified in clause-302.6.2 of IRC 21/1987, IS-10262 & including hoisting, lowering & laying concrete in layers
-
-
-
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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, Cess 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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-
-
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Wearing coat
35.67
173492
4863.83
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Providing weep hole in plan / Reinforced concrete abutment/ wing wall / retaining wall with 100mm dia A.C. Pipe, extending through the full width of the structure with slope of 1V : 20 H towards drawing face complete with Cess etc. as per drawing and technical specification and direction of Engineer in charge.
90.52
9119
100.75
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Providing filter media in the rear of abutment & wing walls, return wall with 45mm. size clean hand broken granite metal of approved quality from approved quarry as per specification & direction of the Engineer-in-Charge including cost, conveyance royality, Cess & taxes of all materials T&P articles required for the work etc. complete as per direction of Engineer in charge.
72
136991
1902.66
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Cement painting two coats with any approved water proofing cement paint with brush to wall surface after cleaning the surface including cost of the paint sand papering polishing the surface with cost, conveyance, royality of all materials and labour with T&P required for the work etc. complete as per direction of Engineer in charge.
308.55
23233
75.3
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Providing HYSD bars confirming to approved grade including all labours for 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 with Cess in all respect (weight of binding wire shall not be considered for payment at all which will be borne by the contractor ) as per specification and direction of the Engineer in charge.
82.79
5347306
64588.8
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Supplying and fixing of measurement stones of R.C.C. M-15 grade including painting, lettering in accordance with the specifications and as approved by the engineer and as per direction of Engineer-In-Charge and as per clause 1703 of MoRD.
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-
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i) Ordinary kilometer stone
3
4576
1525.59
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ii) 200 mtr Stone
12
5370
447.5
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Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 of MoRD. and as per the direction of the Engineer in charge
2
3756
1878.12
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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 as per Clause 1701.2.2 of MoRD and as per direction of Engineer-In-charge
5
7807
1561.42
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Providing and fixing of typical MMSY informatory sign board with Logo as per MORD 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 1700.1 and as per the direction of the Engineer in charge
1
9145
9145.43
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MAINTANANCE
Maintenance of earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 of MoRD and as per the direction of the Engineer in charge
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-
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1st year
877.5
25719
29.31
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2nd year
1147.5
33633
29.31
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3rd year
1350
39568
29.31
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Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per MORD Techinical Specification Cluase 1903 & direction of Engineer-in-charge.
-
-
-
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1st year
877.5
9722
11.08
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2nd year
1147.5
12714
11.08
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3rd year
1147.5
12714
11.08
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Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902 of MoRD by manual means and as per the direction of the Engineer in charge
-
-
-
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1st year
133.88
30871
230.59
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2nd year
171.68
39587
230.59
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3rd year
199.24
45942
230.59
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Maintenance of Bituminous surface road. Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C specification Clause 503,508.1 &1904.2 of MoRD and as per the direction of the Engineer in charge
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-
-
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1st year
118.9
25416
213.76
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2nd year
154.56
33038
213.76
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3rd year
297.25
63540
213.76
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Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MoRD & direction of Engineer-in-charge.
-
-
-
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1st year
7
6656
950.98
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2nd year
7
6656
950.98
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3rd year
7
6656
950.98
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Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 of MoRD & direction of Engineer-in-charge.
-
-
-
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1st year
3
2808
936.32
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2nd year
3
2808
936.32
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3rd year
3
2808
936.32
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Maintenance of 200 metre km stone by way of refixing of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MoRD & direction of Engineer-
-
-
-
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1st year
3
1408
469.48
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2nd year
3
1408
469.48
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3rd year
3
1408
469.48
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Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MoRD & direction of Engineer-in-charge.
-
-
-
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1st year
29
2500
86.21
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2nd year
25
2155
86.21
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3rd year
23
1982
86.21
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Cutting of shurbs from the roadways or within ROW including clearing away from site etc complete as per drawing & MORD Techinical Specification Cluase 1914 & direction of Engineer-in-charge.
-
-
-
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1st year
31
168
5.43
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2nd year
32
173
5.43
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3rd year
33
179
5.43
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Triming of grass & weeds from the roadways or with ROW including clearing away from site etc complete as per drawing & MORD techinical specification Cluase 1914 & direction of Engineer-in-charge.
-
-
-
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1st year
810
1466
1.81
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2nd year
810
1466
1.81
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3rd year
810
1466
1.81
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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 of MoRD & direction of Engineer-in-charge.
-
-
-
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1st year
108
2397
22.2
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2nd year
108
2397
22.2
... More
3rd year
108
2397
22.2
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