Rural Development Department Tender
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Costs
EMD
₹ 6,90,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CERWI_102305_1Bid Award Id
ViewTender No
OR01160Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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)
3788.17
-
28.61
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 2000 m & as per theTechnical specification caluse 301.5 including royality ect.complete as per the direction of the Engineer-in-charge.
35495.17
-
163.17
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.
11925.26
-
18.52
Construction of granular Sub-base by providing Close graded Granular sub-base material as per table 400-1 ,spreading in unifrom layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for road & Bridge works(5th. Revision) .
1869.26
-
1914.06
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.
3.58
-
604.99
Providing laying and compacting graded stone agregate to wet mix macadum specification including premixing the material with water at OMC in mechanical mix plant,carriage of mixed material by tipper to site, laying in uniform layer with paver in sub-base and base course on well prepared surface and compacting with vibratory roller to achive desired density etc complete as per the direction of Engineer-in-charge
2920.88
-
1825.84
Construction of 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
1277.26
-
218.12
Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and sparying primer at the rate of 0.7-1.0 kg/sqm as per Technical Specification Clause 502.
26421.81
-
25.52
Providing and applying Tack coat with bitumen (RS-1) using emulsion sprayer at the rate of 0.25 - 0.30 kg/sqm on prepared bituminous surface properly cleaned with hydraulic broom as per Technical Specification Clause 503.
26421.81
-
9.05
Providing and laying 12 mm thick mastic asphalt wearing course over CC Paved Shulder with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5mm nominal size @ 0.005cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 degree centigrade,protruding 1 mm to 4 mm over mastic surface all complete as per Clause 515 of MoSRT&H Specifications for Road & Bridge works (5th. Revision)
800
-
434.21
Providing and laying bituminous macadam with100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 507 of MoSRT&H Specifications for Road & Bridge works (5th. Revision) Unit = cum
1321.09
-
5656.93
Providing ,laying and rolling of Open Graded Pre-Mix Carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with three wheel 80-10kN static Roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
26421.81
-
135.21
Providing and laying Seal Coat and sealing the voids in a bituminous surface laid to specified levels,grade and cross fall using Type C as per Technical Specification Clause 510.
26421.81
-
33.82
Filling in foundation with sand trenches as per drawing and technical specification clause 3005.3.9
100.36
-
524.23
Plain Cement Concrete (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD
4.5
-
4566.43
Providing Cement Concrete M-15 nominal mix (1:2.5:5) for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
149.92
-
4442.6
Providing Cement Concrete M-15 nominal mix (1:2.5:5) for plain/reinforced concrete in Sub-Structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
68.01
-
4691.86
Plain Cement Concrete M-20 nominal mix (1:2:4) in open foundation as per drawings & Technical Specification Clause 802, 803, 1202 and 1203 of MORD s and as per direction of Engineer-in-Charge.
4.99
-
5076.6
Providing PCC M-20 concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802,803,1202,1203
4.5
-
5026.34
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.
16.47
-
6665.98
RCC M-25 concrete in open foundation complete as per drawing and technical specification clauses 802,803,1202,1203.
15.3
-
5696.89
Cutting, bending, binding and tying the grills and placing in position including cost of bindingwires and HYSD reinforcing bars .
-
-
-
Foundation
2.5
-
6333.38
Sub-structure
34
-
6348.84
Super Structure
31.6
-
6468.39
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.
2.7
-
12554.04
Providing and laying reinforcement cement concrete pipe NP 3 for culverts on first class prepared bedding fixing collar with cement mortar 1:2 but exculding excavation ,protection works ,backfilling concrete and masonry works in head walls and parapets clause 1106 of MORD including cost,conveyance and taxes of all materials required for the work etc. complete and as per the direction of the Engineer-in-charge.
-
-
-
1000 mm dia S/R
15
-
6315.21
Plain cement concrete in sub structure, Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
46.21
-
4691.86
Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall etc.all 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.
39.64
-
148.26
Construction of guide posts of 250 mm dia M-15 grade cast-in-situ with 20mm nominal size aggragate,true to line and grade,tolerence of vertical RCC posts not to exceed 1 in 500 as per drawingand technical specification clause 1608.2 as per direction of Engineer-in-Charge.
280
-
585.15
Providing and fixing typical PMGSY informatory sign board with Logo as per MORD specification and drawing.Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm . The angle iron frame of lower most plate and flat iron frame of middle of middle plate will be welded to 2 Nos. 75mm x 75mm x of 12 SWG sheet tubes posts duly embeded 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 enamelled on both sides.Lettering and printing arrows, boarder 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
2
-
7546.45
Providing and erecting direction and place identification of semi-reflective sign boards as per IRC:67 made of 2mm thick M.S.sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective boarder of 70 mm width and required message, letters,figures with reflective engineering grade tape as per MORD specification of required shade and colour. Supported and welded on 47mm x 47mm of 12 SWG Square tube of 3050mm height duly strengthened by 25mm x 5 mm M/s flats iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450mm X 450mm x 600mm,600mm below ground level as per approved drawing and technical specification clause 1701.
-
-
-
For 600 mm Equolateral Triangle
10
-
1582.86
For 900 mm Equolateral Triangle ( Curve, School & Oths)
51
-
1687.3
For 600 mm Circular ( Speed limit )
22
-
1651.24
For 600 mm x 450 mm Rectangular (2x Villages)
10
-
1644.24
For 900 mm x 300 mm Rectangular (Hazard Marker)
20
-
1644.24
For 600mm x 600mm Octagonal (Stop)
15
-
1651.24
For 600mm x 600mm Square (Chevorn)
5
-
1692.69
Reinforced Cement Concrete M15 grade kilometer stone / local stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical specification Clause 1703
-
-
-
Ordinary Kilometer stone (Precast)
6
-
2118.39
200m stone (Precast)
17
-
585.03
Speed Breaker @ 200m interval at Rigid Pavement + 2 x curveno (M-30PQC)
0.73
-
7043.99
Providing and fixing of typical PMGSY Citizen informatory sign board as per MORD specifications and drawing. 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 and as per direction of Engineer-in charge
2
-
14844.81
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
1807.28
-
388.33
Routine Maintenance after completion of construction works as per contract data of Standard Bidding document.
-
-
-
1 st year
4.62
-
79042.98
2 nd year
4.62
-
94890.23
3 rd year
4.62
-
110737.48
4 th year
4.62
-
126391.47
5 th year
4.62
-
141658.94
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