Rural Development Department Tender
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Costs
EMD
₹ 2,64,420Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERWI_94357_6Bid Award Id
ViewTender No
Road Online-AGL-19/2023-24Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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BOQ Items
Construction of embankment with approved materials obtained from borrow pits transporting to site with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 and as per the direction of the Engineer-in-Charge.
11308.34
2257031
199.59
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
692.81
34425
49.69
Fine dressing and turfing to the slope of the road embankment with compaction dub grass transported by mechanical means as per the directed by the E.I.C.
6300
180243
28.61
Construction of Granular Sub Base Grading III by providing close graded material with stone screening, as per table 400-1 spreading in uniform layers with moto grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with vibrator roller to achieve the desired density complete as per clause 401 of MORT&H specifications for Road works etc complete.
477.75
1155940
2419.55
Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision)
994.1
2775885
2792.36
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 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 & as per direction of EIC
1966.05
68988
35.09
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 & as per direction of EIC
1966.05
24968
12.7
Providing and laying semi dense bituminous concrete with hot mix plant 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 wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) AR-175/47
49.15
473991
9643.77
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 M-30 (Grade), coarse & fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity & 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 form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed & plate vibrators and finished in continuous operation including provision of contraction, expansion & construction joints sealant as approved, curing of concrete slabs for 14-days, curing compound (where specified) & water finishing to lines & grade as per drawing & Technical Specification as per direction of the E.I.C.
1678.05
11665937
6952.08
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
769.79
159169
206.77
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.
194.05
148254
764
Providing M10 with C.C ( 1:3:6) with 40 mm size down graded metal including cost, conveyance, royality etc complete.(PCCM-10)
11.11
64314
5788.92
Plain cement concrete in Foundation, Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.(PCCM-15)
180.66
1038090
5746.1
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 ans 1204.(PCCM-15)
381.87
2233649
5849.24
Providing and laying reinforced cement concrete M-25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
Deck Slab
48.22
448063
9292.07
Providing Concrete for reinforced cement concrete of M25 for Guard post & Railing complete as per drawing and technical specifications Clauses 802,803,1202 & 1203 of MORD and asper direction of Engineer-in charge
5.2
12094
2325.89
Providing and laying reinforced cement concrete pipe NP3 for culverts on cement concrete bedding including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. and as per the direction of the Engineer in charge
-
-
-
1000 mm dia HPC (Single row)
67.5
365955
5421.56
1000mm dia Double row
15
81323
5421.56
Providing concrete for plain / reinforced concrete M-20 in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.
-
-
-
Foundation
26.78
169620
6333.86
Sub-Structure
64
411968
6437
Supplying, fitting and placing HYSD bar reinforcement (Fe-415) in Superstructure complete as per drawings and technical specifications Clauses 1002,1005,1010 and 1202of MORD and asper direction of Engineer-in charge
4.02
360149
89589.31
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm 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
122.6
13206
107.72
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 and as per direction of EIC
-
-
-
i.) 600mm equilateral triangle
32
66192
2068.5
iv) 800mm x600mm rectangular ( For Place Indentification)
2
4445
2222.96
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 and as per direction of EIC
4
12958
3239.67
Providing and fixing of typical PMGSY 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 of MoRD
1
11134
11134.87
Providing and fixing of typical CITIZEN INFORMATION 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 direction of EIC
3
49798
16599.58
Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67-2012 made of Class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per Clause 6.5.2 of IRC : 67-2012 or A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides supported on mild steel angle post 75mm x 75mm x 6mm, 2 nos and 3 nos horizontal and 1 no vertical extra supporting member of M.S.angle of size 50mm x 50mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x75 cm, 60 cm belowground level as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge.(1800mmx1200mm Rectangle)
1
28381
28381.92
Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer.
-
-
-
Fixing of 5th. Km. Stone
2
7852
3926.3
Fixing of Ordinary Km. Stone
5
11857
2371.48
Fixing or 200m Stone
12
8210
684.21
providing and fixing Guard post with 150 mm dia R.C.C made with R.C C of M15 including cost, conveyance etc complete as per direction of E.i.C
205
179147
873.89
Maintenance of BT road
-
-
-
1 st year take
499.92
147361
294.77
2nd year take
599.9
176832
294.77
3rd Year take
624.9
184201
294.77
4th year take
649.9
191571
294.77
5th year take
674.89
198937
294.77
Maintenance of Earthen Shoulder (Filling with fresh selected soil)
-
-
-
1 st year take
34.7
1650
47.57
2nd year take
45.1
2145
47.57
3rd Year take
48.57
2310
47.57
4th year take
50.31
2393
47.57
5th year take
52.04
2475
47.57
Maintenance of Earthen Shoulder (stripping of excess soil)
-
-
-
1 st year take
80.96
1423
17.58
2nd year take
97.15
1707
17.58
3rd Year take
74.94
1317
17.58
4th year take
93.1
1636
17.58
5th year take
113.34
1992
17.58
Restoration of Rain Cuts
-
-
-
1 st year take
17.35
8898
512.88
2nd year take
13.88
7118
512.88
3rd Year take
17.35
8898
512.88
4th year take
13.88
7118
512.88
5th year take
17.35
8898
512.88
White washing of parapet walls of CD work and tree trunks
-
-
-
1 st year take
132
3738
28.32
2nd year take
132
3738
28.32
3rd Year take
132
3738
28.32
4th year take
132
3738
28.32
5th year take
132
3738
28.32
Maintenance of Road Signs
-
-
-
1 st year take
3
3786
1262
2nd year take
3
3786
1262
3rd Year take
3
3786
1262
4th year take
3
3786
1262
5th year take
3
3786
1262
Maintenance of culverts
-
-
-
1 st year take
11
15235
1385.09
2nd year take
11
15235
1385.09
3rd Year take
11
15235
1385.09
4th year take
11
15235
1385.09
5th year take
11
15235
1385.09
Maintenance of 200 metre, Km stones
-
-
-
1 st year take
3
8392
2797.44
2nd year take
3
8392
2797.44
3rd Year take
3
8392
2797.44
4th year take
3
8392
2797.44
5th year take
3
8392
2797.44
Cutting of branches of trees and shurbs from the road way (Assuming)
-
-
-
1 st year take
35
4761
136.04
2nd year take
31
4217
136.04
3rd Year take
23
3128
136.04
4th year take
23
3128
136.04
5th year take
24
3264
136.04
Cutting of shurbsfrom the road way or with in R.O.W
-
-
-
1 st year take
132
1104
8.37
2nd year take
126
1054
8.37
3rd Year take
80
669
8.37
4th year take
85
711
8.37
5th year take
70
585
8.37
Trimming of grasses and weeds from the shoulders
-
-
-
1 st year take
57.83
161
2.79
2nd year take
46.26
129
2.79
3rd Year take
57.83
161
2.79
4th year take
57.83
161
2.79
5th year take
69.39
193
2.79
Maintenance of Rcc railing
-
-
-
1 st year take
13.96
24207
1734.09
2nd year take
13.96
24207
1734.09
3rd Year take
13.96
24207
1734.09
4th year take
13.96
24207
1734.09
5th year take
13.96
24207
1734.09
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