Rural Development Department Tender
... More
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Costs
EMD
₹ 2,66,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_140031_6Tender No
CCE-BLS-NCB-24 OF 2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Road - B
8928
8
73745.28
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Laying for scraping,cleaning,the road surface,applying tack coat using bitumen and laying 37.5mm thick built up spray grouting in one layer using hard granite metal and penetration grade of bitumen in each layer with hard granite chips and keystone for spreading over and laying including fitting curing and spreading over and spreading bitumen metal and chips and rolling with PRR including running charges of PRR.Hot mix plant,Bitumen boilers and all other TandP etc complete.as per spoecification for Road and Bridge works and direction of Engineer-in-charge
-
-
-
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Road - A
1051.94
408
429244.12
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Road - B
2845.8
385
1096742.86
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Construction of granular sub-base by providing close graded GSB Grading-III material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.etc. complete as per direction of the Engineer-in-Charge.
-
-
-
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Road - A
147.33
1705
251218.28
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Road - B
325.98
1006
328010.86
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Construction of Panelled Cement Concrete Pavement(PCCP), 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 25mm 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 form work 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, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause as per direction of the Engineer-in-Charge
-
-
-
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Road - B
189
7187
1358418.6
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Painting two coats including prime coat with epoxy paint of approved brand on concrete steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 of MORD.as per direction of the Engineer-in-Charge
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-
-
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Road -A
25.2
131
3307.25
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Road - B
121.2
131
15906.29
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Providing and fixing of retro reflective cautionary mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x x75 mm x x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x x450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 801 Main information Board 800x600 etc complete as per direction of the Engineer-in-charge
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-
-
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Main information Board 800x600
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-
-
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Road - A
2
5859
11719.5
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Road - B
2
5782
11564.72
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Fixing of Road Cautionary Sign 900mm equilaterial Triangletriangle. etc complete as per direction of the Engineer-in-charge
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-
-
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Road - A
5
4893
24466.8
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Road - B
7
4815
33711.72
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Fixing of Road Cautionary Sign 600mm circlcular etc complete as per direction of the Engineer-in-charge
-
-
-
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Road - A
5
4395
21976.5
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Road - B
7
4317
30225.3
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Fixing of Direction & Place Identification Sign etc complete as per direction of the Engineer-in-charge
-
-
-
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Road - A
5
4967
24838.5
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Road - B
3
4890
14670.93
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Maintenance of 200 metre and km stones etc complete as per direction of the Engineer-in-charge
-
-
-
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Road - A
6
1009
6054.06
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Road - B
5
1009
5045.05
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Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge
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-
-
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Road - A
83.05
438
36429.88
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Road - B
47.25
438
20726.21
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Earth work in hard soil in excavation of foundation trenches within 50 meter initial leadand 1.5mt. Intial lift including rough dressing and levelling the bedincluding all labour, T&P etc. complete as directed by the Engineer in Charge.
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-
-
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Road - B
51.95
270
14073.26
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Providing and constructing well compacted drainage layer above the subgrade of roadwork with approved quality of dust free washed coarse to medium sand as per direction of Engineer-in-Charge
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-
-
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Road - A
13.84
1952
27027.31
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Road - B
21.79
1356
29559.88
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Providing concrete M10 for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge
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-
-
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Road - A
13.84
6856
94890.64
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Road - B
7.88
6168
48604.23
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Providing concrete M15 for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charg
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-
-
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Road - B
18.96
5992
113609.27
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Plain/reinforced cement concrete M15 in sub-structure complete as per drawings and MORD technical specification Clauses 800,1200 and as per direction of the Engineer in charge
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-
-
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Road - A
79.09
6771
535525.51
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Road - B
92.76
6137
569344.18
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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 and MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge
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-
-
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Road - A
52.73
181
9561.53
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Road - B
30
180
5400.9
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Providing and laying reinforced cement concrete NP3 pipe for culverts jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1100 of MoRD & as per direction of Engineer-in-Charge.600mm dia HPC etc. complete as per direction of the Engineer-in-charge
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-
-
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600 mm dia
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-
-
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Road - B
22.5
3185
71665.2
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1000 mm dia
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-
-
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Road - B
7.5
7254
54409.65
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Part-III ( Renewal of Bituminous Surface)
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-
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Providing & applying tack coat with bitumen emulsion(RS-1) using emulsion pressure distributor @ 0.2kg / sqm on the prepared bituminous/granular surface cleaned with mechanical broom etc. complete to shape as per direction of the Engineer-in-charge.
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-
-
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Road - A
5009.22
17
85807.94
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Road - B
11383.2
17
194083.56
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Providing & laying semi-dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hours using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and fillter, transporting the bot 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 MoRT&H Specifications complete in all respection etc. complete and as per direction of Engineer-in-Charge
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-
-
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Road - A
125.24
11306
1416063.63
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Road - B
284.58
10525
2995335.41
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Emergency Works (Work to be taken up as per the requirement & separate work order to be issued by the PIU) etc. complete to shape as per direction of the Engineer-in-charge.
-
-
-
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Road - A
5.5
72050
396275.94
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Road - B
4.8
169699
814555.92
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Part-II (Routine Maintenance)
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-
-
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B T Road
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-
-
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Road - A
-
-
-
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1st year
1.64
30600
50092.2
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2nd year
1.64
36100
59095.7
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3rd year
1.64
51300
83978.1
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4th year
1.64
59000
96583
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5th year
1.64
66100
108205.7
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Road -B
-
-
-
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1st year
3.72
30600
113832
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2nd year
3.72
36100
134292
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3rd year
3.72
51300
190836
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4th year
3.72
59000
219480
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5th year
3.72
66100
245892
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C.C. Road
-
-
-
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Road - A
-
-
-
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1st year
3.86
29000
112027
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2nd year
3.86
29000
112027
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3rd year
3.86
29000
112027
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4th year
3.86
29000
112027
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5th year
3.86
29000
112027
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Road - B
-
-
-
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1st year
1.08
29000
31320
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2nd year
1.08
29000
31320
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3rd year
1.08
29000
31320
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4th year
1.08
29000
31320
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5th year
1.08
29000
31320
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