Rural Development Department Tender
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Costs
EMD
₹ 4,15,840Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CERWI_73694_15Bid Award Id
ViewTender No
PMGSY Online NCB No.250Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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carifying existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift of 3m and lead upto 1000m as per Technical Specification clause 301.4 of MORD
10200
-
6.79
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Loosening, Levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment ,scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in tables 300.1 and 300.2 for embanckment counstruction as per technical Specification Clause 301.4.1
3060
-
12.3
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Construction of embankment with approaved materials deposited at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification clause 301.5(As per calculation sheet enclosed)
1178.01
-
28.44
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Construction of emabnkment with approved materials obtained from borrow pit with a lift upto 1.5m transporting to site, spreading,grading to required slope and compacting to meet requirement of tables300.1 and 300.2 with a lead upto 1000m & as per theTec
-
-
-
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Soil from boorw pit by mechanicl means
9424.34
-
168.32
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Construction of Gravel/Soil Aggregate sub-base by providing well graded material of nominal maximum size grading 20 mm as per Table 2.3 of IRC SP 77-2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 kn Static Roller capacity to achieve tje desired density complete as per specification contained in para 2.2,3.6 and 3.7 of IRC SP 77-2008.
1090.87
-
557.69
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Construction of Moorum Shoulder with approaved materials like Moorum obtained from locality with all lift and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.2 with all lead and lifts as per Techn
968.63
-
215.04
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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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening of grading B to fill-up the interstices of coarse aggregate, watering and compacting to the required density including cost, conveyance royalty and taxes of all meterials required for the work ,all labour & T&P required as per Technical Specification Clause 405 of MoRD by manual means and as per direction of Engineer-in-charge.
-
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-
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(a)WBM Grading-II ( 63mm-45mm size)
486.82125
-
2751.8
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(b)WBM Grading-III ( 53mm-22.4mm size)
1213.57
-
2766.94
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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 0.70-1.0 kg/sqm using mechanical means including cost, conveyance royalty and taxes of all meterials required for the work ,all labour & T&P required as per Technical Specification Clause 502 of MORD for low porosity surface and as per direction of Engineer-in-charge.
16180.95
-
35.01
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom including cost, conveyance royalty and taxes of all meterials required for the work ,all labour & T&P required as per Technical Specification Clause 503 of MORD and as per direction of Engineer-in-charge.
16180.95
-
12.2
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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 S-65 penetration grade bitumen 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 to be followed by seal coat of Type C including cost, conveyance royalty and taxes of all meterials required for the work ,all labour & T&P required as per Technical Specification Clause 508 of MoRD and as per direction of Engineer-in-charge.
16180.95
-
153.81
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C including cost, conveyance royalty and taxes of all meterials required for the work ,all labour & T&P required as per Technical Specification Clause 510 of MORD with S-65 grade bitumen laid and as per direction of Engineer-in-charge.
16180.95
-
55.12
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Fine dressing and turfedging including transportation of turfs by mechanical means with all leads & lifts and placing of turfs in postion and ramming with thapies including water and cost of labour & all materials etc. complete as per Technical Specification Clause 309 of MORD and as per the direction of the Engineer-in-charge
16056.82
-
17.82
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Earthwork in excavation for foundation of structures in all kind of soil upto 3 m depth as per drawing and technical specification Clause 305 and 1104 of MORD includding setting out, construction of shoring and bracing, dewatering if required, removal of stumps and other deleterious materials and disposal to a suitable place, dressing of sides and bottom and backfilling with excavated suitable materials and approved material and as per direction of Engineer-in-charge.
1423.56
-
109.46
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Providing and filling manuallywith well selected sand in layer not exceeding 150 mm thick with approved quality of dust free washed coarse to medium sand including all cost conveyance, royalty and taxes as per item 5.8 of SP:20 and technical specification clause 304./2900 of MORD and as per direction of Engineer-in-charge.
212.545
-
474.7
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Plain Cement Concrete M10 (Nominal Mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,803, 1109,1202,1203 of MORD including cost, conveyance royalty and taxes of all meterials required for the work ,all labour & T&P required and as per direction of Engineer-in-charge.
-
-
-
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Foundation Bed
131.595
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4658.81
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P.C.C. M-15 (1:2.5:5) Grade in Substructur using 12mm to 20mm size chips with side shuttering, dewatering etc. complete as per drawing and technical specification.
-
-
-
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Substructure
270.04
-
4499.34
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Superstructure
150.03
-
4751.88
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R.C.C. M-20 in FOUNDATION using 12mm size chips including centrering centering shuttering cost, conveyance, royalty, taxes etc. of all materials complete
-
-
-
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IN FOUNDATION.
9.76
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4912.3
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R.C.C. M-20 (1:2:4) in DRAIN SLAB using 12mm size chips including centrering centering shuttering cost, conveyance, royalty, taxes etc. of all materials complete
-
-
-
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DRAIN SLAB
2.36
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4863.66
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RCC M-25 concrete in open foundation complete as per drawing and technical specification clauses 802,803,1202,1203.
-
-
-
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DRAIN
3.83
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5759.16
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Providing and laying Reinforced Cement concrete M-25 in Super-structure as per drawings and technical spesifications clause 800,1205.4 & 1205.5 of MORD as per direction of Engineer-in-charge.
-
-
-
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IN SUPER-STRUCTUR (BOX CELL)
24.18
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6738.3
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Providing and laying Reinforced Cement concret wearing course M-30 grade excluding reinforcement complete as as per drawings and technical spesifications clause 800,1206.3 & 1205.5 of MORD as per direction of Engineer-in-charge.
5.13
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12686.46
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Supplying, fitting, and placing TS/MS bar reinforcement (Fe 415)in substructure/super structur complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 of MORD including cost, conveyance,royalty and taxes of all materials required for the work etc.complete and as per the direction of the Engineer-in-charge.
-
-
-
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Foundation
0.15
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64214.43
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Substructure
2.62
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64354.74
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Structure
3.94
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65465.66
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Drain
0.19
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64817.49
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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
361.19
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5794.24
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Gravel Backing to Revetments/ underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
15.75
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767.44
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Providing weep hoels in brick masonry/stone masonry, plain/reinforced concrete abutment,wing wall,return wall with 100mm 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
109.54
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147.23
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
31.51
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1937.09
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Supplying fitting & fixing of Km stone with R.C.C M-15 using 12mm size H.G.Chips including centering shuttering & cutting bending ,binding the grills & placing in position , painting & writting the letters etc including cost conveyance of all materials complete as per as per Clause 1703 MORD specification & as per the direction of the Engineer-in-charge.
-
-
-
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5 TH K.M Stone
1
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3443.97
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Ordinary Kilometer stone
6
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2107.93
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200mtr stone
20
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579.73
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Speed Breaker @ 200m interval at Rigid Pavement + 2 x curveno (M-30PQC)
1.78
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5794.24
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PROVIDING & fixing of gurd stone with R.C.C M-15 using 12mm size H.G.Chips including centering shuttering & cutting bending ,binding the grills & placing in position , painting & writting the letters etc including cost conveyance of all materials complete as per as per Clause 1703 MORD specification & as per the direction of the Engineer-in-charge.
-
-
-
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Gurd post
294.23
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624.43
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Providing and fixing of typical masonry PMGSY informatory sign board with Logo as per MORD specifications and drawing. Brick masonry board with writting area 1.5mx0.9m and 0.115m border. 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 of MoRD etc. complete and as per direction of the Engineer -in- charge.
2
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7525.87
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Providing and fixing of typical PMGSY Citizen information board as per MORD specification and drawing .Three MS plates of 50X 5mm thick back plate duly welded with 75mm dia steel tubes on edges as per drawings.The lower & upper plate will be welded with M.S. flat iron frame of 50mm x5mm.The steel tubes duly embedded in cement concrete M-15 grade blocks of 600mm x600mm x750mm below ground level.All M.S. will be stone enameled on both sides .Lettering and printing arrows, border etc. will be 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 annexcure 1700 i and as per direction of Engineer-in-charge.
2
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14501.34
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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 of size 600mm equilateral & triangle all the sheets strengthened by 25mmx 6mm MS flat iron ,duly stove white colour etc. completed as per direction of EIC.
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-
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For 900 mm Equolateral Triangle
55
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1683.32
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For 600 mm Circular
44
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1647.25
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For 600 mm x 450 mm Rectangular
40
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1640.25
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Routine Maintenance (For Road Works) after completion of construction works (Lump-sum Amount for each year Per Km)
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-
-
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1st Year
5.2
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51776.71
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2nd Year
5.2
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68242.76
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3rd Year
5.2
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105522.75
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4th Year
5.2
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146657.22
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5th Year
5.2
-
171059.93
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