Rural Development Department Tender
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Costs
EMD
₹ 4,14,707Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Road From Gothachauka To Kanti R.d Road To Chharichhaka- Gop Pwd Road Via- Gadsitha, Harijana Sahi, Nuasahi, Soerada,palashree Under Mmsy-trip For The Year 2024-25
Description
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Contact
Tender Id
2025_CERWI_109057_21Tender No
Tender Online C.C-25 of 2024Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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BOQ Items
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iii) Hume pipes above 600mm to 900mm dia.
30
383
-
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Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5m and lead upto 1000m as per Technical Specification Clause 302.3 of MoRD.
799.68
74
-
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Construction of embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site by mechanical means, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 & clause 305 of MoRT&H specification for Road & Bridge works as per direction of the Engineer-in-Charge.
17492.24
200
-
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Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain & foundation of other strutures graded & compacted to meet the requirement of Tables 300.1 & 300.2 as per clause no.301of MORD specification for Rural roads and as per direction of Engineer-In-Charge.
682.83
50
-
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Fine dressing and turfing including transportation of turfs by mechanical means with all leads and lifts and placing the turfs in position and ramming with thappies including watering and cost of labour and all materials etc complete as per direction of Engineer-in charge.
5100
31
-
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Construction of granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400-1, spreading in uniform layers with motor grader on repared 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 (4th Revision) and as per direction of Engineer in Charge
2612.14
2621
-
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision) and as per direction of Engineer in Charge
1661.58
3059
-
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Providing and applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including clearing of road surface & spraying primer @ 6.00 kg / 10 sqm using mechanical means as per technical specification clause 502 of MoSRT& H for Road & Bridge works (4th Revision) and as per direction of Engineer-in charge
8128.13
36
-
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Providing and applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 3.00 kg / 10 sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503 of MoSRT& H for Road & Bridge works (4th Revision) and as per direction of Engineer-in charge
8128.13
19
-
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Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of 10mm nominal size (Grading-II) 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) including cost, conveyance, royalty, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
203.2
10442
-
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Filling in foundation trenches with approved quality of sand as per drawing and technical specification clause 1108, 305.3.9 & 1200 of MORD and as per direction of Engineer in charge.
1162.95
1118
-
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Plain Cement Concrete in open foundation with clean black hard granite stone aggregates of 40mm & down graded size of approved quality from approved quarry as per drawings & Technical Specification Clause 1109, 1302.5, 802, 804, 805, 806, 807, 1202 and 1204 of MORD specification for Rural roads and as per direction of Engineer-in-Charge.
i) P.C.C M-15 (With dewatering)
126.59
6198
-
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ii) P.C.C M-15 (Without dewatering)
113.98
6121
-
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Plain/reinforced cement concrete in Sub structure with 40 mm and down graded black hard granite crusher broken stone chips size of approved quality from approved quarry complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
i) P.C.C M-15
441.42
6263
-
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RCC work of M-25 grade with 20mm and down graded black hard granite crusher broken stone chips including hoisting and laying etc complete as per the direction of the Engineer-in-Charge.
R.C.C M 25 (In RCC Slab Culvert)
36.2
10241
-
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Supplying, fitting and placing HYSD bar reinforcement complete as per drawings and technical specifications Clauses 1000 and 1202 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
53.48
8794
-
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Supplying and laying R.C.C. Hume pipes of NP3 class (confirming to relevant IS specification) for culverts including fixing collar with cement mortar 1:3 including cost, conveyance royality, labour, T&P,all other materials required for the work etc.complete as per direction of Engineer-in-charge.
i) 600 mm dia
75
3091
-
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ii) 1000 mm dia
7.5
6500
-
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Construction of Unreinforced 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 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, laying and fixing of 125 micron thick polythene film, wedges 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, admixtures as approved, curing of concrete slabs for 14-days with curing compound and water, finishing to lines and grade as per drawing and Technical Specification Clause 1501 of MORD and asper direction of Engineer-in charge.
1857.1
7451
-
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Providing and laying cement concrete wearing course M30 grade excluding reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3 of MoRD and as per direction of the Engineer-in-Charge
8.56
7429
-
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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.
165.6
111
-
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Rough stone dry packing in approns and revetments with hard granite stone 30cm and above size laid dry complete as per drawing and technical Specification clause 1301 of MORD specification for Rural roads and as per direction of Engineer-in-Charge.
7.5
2807
-
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Providing and laying Filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
19.8
3145
-
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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 Clause 1701.2.2 of MORD specification for Rural roadsas per direction of the Engineer-in-Charge.
i) 600mm equilateral triangle
15
2143
-
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ii) 600mm dia circular
10
2188
-
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Supplying and installing of reinforced cement concrete M 15 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 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
i) 5th kilometer stone
1
4336
-
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ii) Ordinary kilometer stone
4
2606
-
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iii) 200 M Stone
21
743
-
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Providing & fixing of M-15 grade Guard stone / boundary stone of standard design as per IRC-25 fixed position including finishing and lettering as per drawing and Technical Specifications of MORD specification for Rural roads clause 1704 as per direction of Engineer-in-charge.
71
855
-
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Providing and fixing of typical Citizens information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 mm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The lower & upper plate will be welded with MS flat iron frame of 50mm x 5mm. The steel tubes duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level. 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 Specification for Rural roads including cost,conveyance,royalty, labour and T&P required for the work and as per direction of Engineer-in-charge.
2
14086
-
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Providing and fixing of typical 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 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
2
12009
-
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Maintenance-
Restoration of Rain-cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh materials in layers not exceeding 250mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawing and technical specifications clause 1902 of MORD specification for Rural roads by manual means and as per direction of Engineer-in -charge.
1st Year
265.36
408
-
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2nd Year
318.43
408
-
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3rd Year
371.5
408
-
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4th Year
424.58
408
-
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5th Year
477.65
408
-
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Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of materials/ irregularities of shoulders to the design levels by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000m as per Technical specification clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
1st Year
788.91
50
-
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2nd Year
946.69
50
-
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3rd Year
1104.47
50
-
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4th Year
1262.26
50
-
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5th Year
1420.04
50
-
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Maintenance of earthen shoulder Stripping of excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and technical specification clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
1st Year
183.28
20
-
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2nd Year
219.94
20
-
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3rd Year
256.59
20
-
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4th Year
293.25
20
-
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5th Year
329.9
20
-
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Maintenance of Bituminous surface road i.e. repair to pot holes and removal of loose materials, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre mix carpet and seal coat 1904.2 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
1st Year
136.5
333
-
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2nd Year
273
333
-
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3rd Year
409.5
333
-
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4th Year
546
333
-
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5th Year
682.5
333
-
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Maintenance of Hume Pipe culverts by way of clearing , cleaning erosion repair, repair to crack, parapet wall and protection work as per drawing and technical specification clause 1908 of MORD specification for Rural roads and as per direction of Engineer- in- charge.
1st Year
13
1713
-
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2nd Year
13
1713
-
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3rd Year
13
1713
-
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4th Year
13
1713
-
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5th Year
13
1713
-
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Maintenance of 200 m stones and km stones by way of refixing of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200mtr. and KM. stone and 5 km stone as per drawing and technical specification clause 1912 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
1st Year
2.13
888
-
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2nd Year
2.13
888
-
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3rd Year
2.13
888
-
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4th Year
2.13
888
-
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5th Year
2.13
888
-
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Cutting of branches of trees from Roadway or with a R.O.W. including disposal of wood and leaves to suitable location as per technical specification clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
1st Year
19
176
-
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2nd Year
20
176
-
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3rd Year
18
176
-
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4th Year
19
176
-
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5th Year
21
176
-
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Cutting of shrubs from roadway orwith in R.O.W. and disposal of shrubs to suitable location as per technical specification clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
1st Year
81
10
-
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2nd Year
82
10
-
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3rd Year
83
10
-
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4th Year
82
10
-
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5th Year
84
10
-
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Trimming of grass and weeds from shoulder ,berms and disposing off the same to suitable location as per technical specification clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
1st Year
916.41
3
-
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2nd Year
1099.69
3
-
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3rd Year
1282.97
3
-
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4th Year
1466.26
3
-
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5th Year
1649.54
3
-
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White washing two coats on parapet walls of CD works and tree trunks including preparation of surface by cleaning scraping etc as per technical specification clause 1915 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
1st Year
234
36
-
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2nd Year
234
36
-
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3rd Year
234
36
-
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4th Year
234
36
-
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5th Year
234
36
-
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