Rural Development Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CERWI_69551_5Bid Award Id
ViewTender No
Road Online NCB No.314Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Road-C
1581.6
-
5.64
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Road-D
7368
-
5.64
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Road-E
4416
-
5.64
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Road-F
5088
-
5.64
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Road-G
12432
-
5.64
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Road-H
12936
-
5.64
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Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bitumenous etc complete as per dierection of Engineer-in-Charge.
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-
-
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Road-A
12354.35
-
3.65
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Road-B
8674.14
-
3.65
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Road-C
2296.12
-
3.65
... More
Road-D
11300.43
-
3.65
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Road-E
6741.61
-
3.65
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Road-F
7879.2
-
3.65
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Road-G
19222.22
-
3.65
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Road-H
20032.89
-
3.65
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Labour for scrapping cleaning road surface applying tack coat using 3.00 kg of Bitumen for 10 sqm and laying 37.5 mm thick BUSG in one layer using 0.45 cum of 25 mm to 40 mm size Granite metal and 12.00 kg Bitumenof penetration Grade for 10 sqm with 0.12 cum of 12 mm size chips as key stone for 10 sqm spreading over and laying including heating pouring and spreading over and preading bitumen metal chips and rolling with PRR including hire and running charges of PRR and all other machineries including cost and conveyance of all materials etc complete as per direction of Engineer-in-charge.
-
-
-
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Road-A
1145.65
-
269.88
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Road-B
138.36
-
275.56
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Road-C
175.13
-
275.56
... More
Road-D
212.07
-
273.49
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Road-E
158.39
-
270.55
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Road-F
70.8
-
272.76
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Road-G
202.78
-
269.98
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Road-H
179.61
-
270.55
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Providing and applying tack coat with bitumen using Pressure distributor @ 0.20kg/sqm on the prepared surface cleaned with mechanical brooms as per clause 503 of MOSRT & H Specifications etc complete as per the direction of Engineer-in-Charge.
-
-
-
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Road-A
13770
-
11.11
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Road-B
9127.11
-
11.15
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Road-C
2695.81
-
11.14
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Road-D
11954.82
-
11.26
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Road-E
7196.39
-
11.13
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Road-F
8020.8
-
11.12
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Road-G
19627.78
-
11.16
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Road-H
20392.11
-
11.13
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Providing and laying surface dressing as wearing course consisting of a layer of bituminous emulsion laid on the prepared surface followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kn static roller including cleaning the road surface as per technical Specification Clause 507.
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-
-
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Road-B
524.19
-
79.84
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Road-C
745.21
-
79.81
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Road-D
4007.07
-
80.02
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Road-E
907.39
-
78.88
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Road-F
70.8
-
79.21
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Road-F
202.78
-
79.47
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Road-H
179.61
-
78.89
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Providing and laying S.D.B.C of 25mm thick on prepared surface and laying with paver finisher to the required level rolling with paver finisher etc complete as per the direction of Engineer-in-Charge.
-
-
-
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Road-A
344.25
-
8415.41
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Road-B
224.72
-
8593.13
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Road-C
63.02
-
8593.13
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Road-D
293.57
-
8521.73
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Road-E
174.23
-
8411.34
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Road-F
200.74
-
8494.14
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Road-G
490.49
-
8395.87
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Road-H
510.36
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8411.34
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Earth work in in hard soil or Gravelly soil in embankments , roads etc within 50 m initial lead & 1.5 mtr initial lift including rough dressing & breaking clods to max 5cm to 7 cm & laying in layers not exceeding 0.30m in depth as per specification approved by the department along with proper compaction with P.R.R including hire & running chargs of P.R.R ( Measurements to be taken on finished compacted section of the fill)
-
-
-
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Road-A
120
-
193.05
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Road-B
192
-
193.05
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Road-C
33.6
-
193.05
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Road-D
33.6
-
193.05
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Road-E
28.8
-
193.05
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Road-F
28.8
-
193.05
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Road-G
28.8
-
193.05
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Road-H
72
-
193.05
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Providing Gravel in berms including watering ramming with rammer with all cost, conveyance, royality of all materials etc complete as per direction of Engineer-in-charge.
-
-
-
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Road-A
360
-
581.76
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Road-B
323.4
-
581.76
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Road-C
65.9
-
581.76
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Road-D
370.7
-
581.76
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Road-E
184
-
581.76
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Road-F
241.9
-
581.76
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Road-G
622
-
581.76
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Road-H
643
-
581.76
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Filling F&P with earth including cost, conveyance, royality etc complete as per direction of Engineer-in-charge.
-
-
-
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Road-B
20.4
-
135.51
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Road-D
14.7
-
135.51
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Road-F
6.9
-
135.51
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Road-G
24
-
135.51
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Road-H
24
-
135.51
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Providing & applying 2 coats of weather coat paint to unplastered surface after cleaning the surface of dirt, dust, oil, greases, efflorescens & applying paint @ 1litre per 2 sqms required for the work complete. as per the direction of Engineer-in-Charge.
-
-
-
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Road-A
49.65
-
110.44
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Road-B
41.63
-
110.44
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Road-C
41.63
-
110.44
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Road-D
132.3
-
110.44
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Road-E
66.15
-
110.44
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Road-F
41.33
-
110.44
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Road-G
41.33
-
110.44
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Road-H
132.3
-
110.44
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Earth work in excavation for structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m,dressing of sides and bottom and backfilling in trenches excavated suitable material. etc complete as per the direction of Engineer-in-Charge.
-
-
-
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Road-B
61.2
-
203.26
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Road-D
44.1
-
203.26
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Road-F
20.7
-
203.26
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Road-G
72
-
203.26
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Road-H
72
-
203.26
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Filling in foundation trenches as per drawing and technical specification clause 305.3.9 including cost conveyance royalty of sand and labour etc complete as per the direction of Engineer-in-Charge.
-
-
-
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Road-B
6.8
-
415.27
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Road-D
4.9
-
290.03
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Road-F
2.3
-
290.03
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Road-G
8
-
343.56
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Road-H
8
-
290.03
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Providing PCC M-10 concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 etc complete as per the direction of Engineer-in-Charge.
-
-
-
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Road-B
10.2
-
4769.56
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Road-D
7.35
-
4678.51
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Road-F
3.45
-
4666.45
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Road-G
12
-
4661.14
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Road-H
12
-
4630.26
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Providing PCC M-15 concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 etc complete as per the direction of Engineer-in-Charge.
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-
-
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Road-B
57.12
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5803.21
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Road-D
41.16
-
5718.75
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Road-F
19.32
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5707.44
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Road-G
67.2
-
5704.62
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Road-H
67.2
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5673.51
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical Specification .
-
-
-
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Road-B
23
-
137.67
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Road-D
16
-
137.47
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Road-F
8
-
137.47
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Road-G
27
-
137.6
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Road-H
27
-
137.47
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Reinforced cement concrete M-15 Grade Gurd Post of standard design as per IRC-25-1967 ,Fixing in position including finishing and lettering but excluding painting etc complete & as per direction of the Engineer-in-Charge.
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-
-
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Road-A
19
-
722.1
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Road-B
47
-
732.82
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Road-C
5
-
733.21
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Road-D
70
-
726.41
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Road-E
37
-
722.99
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Road-F
13
-
725.55
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Road-G
15
-
725.29
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Road-H
49
-
722.99
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Reinforced cement concrete M-15 Grade Kilometre stone of standard designs as per IRC-8-1980 ,Fixing in position including painting & printing etc complete as per direction of the Engineer-in-Charge.
-
-
-
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5th KM Stone
-
-
-
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Road-G
1
-
2564.08
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Road-H
1
-
2553.45
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Ordinary Kilometre Stones
-
-
-
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Road-A
2
-
1777.23
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Road-B
1.4
-
1804.07
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Road-C
1.4
-
1805.4
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Road-D
3
-
1788.03
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Road-E
2
-
1779.3
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Road-F
2
-
1785.85
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Road-G
3
-
1785.92
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Road-H
4
-
1779.3
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200 Mtr. Stones
-
-
-
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Road-A
6
-
551.92
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Road-B
8
-
559.58
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Road-C
3
-
559.96
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Road-D
12
-
555.01
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Road-E
7
-
552.52
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Road-F
8
-
554.39
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Road-G
18
-
554.41
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Road-H
18
-
552.52
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Providing and errecting direction and place identification retro reflecting cautionery, Mandatory and information Signs as per IRC :67 made of incapsulated lens Type reflecting sheeting vide clause 1701.2.3 fixed over Aluminium sheeting2.00 mm thick supported on a mild steel angle Iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade Cement concrete 450x450x600 mm , 600 mm below the Ground level as per drawing and Technical specification and as per direction of Engineer-in-chargecomplete under the supervision of Engineer-in-charge.
-
-
-
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Main Information board
-
-
-
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Road-A
1
-
22605.19
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Road-B
1
-
22640.81
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Road-C
1
-
22642.19
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Road-D
1
-
22619.53
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Road-E
1
-
22608.13
... More
Road-F
1
-
22616.68
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Road-G
1
-
22615.97
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Road-H
1
-
22608.13
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SProviding & erecting Retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity gradse sheeting vide clause 801.3 fixed over aluminium sheeting 2mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos firmely fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60 cm below ground level as per approved design.etc. complete under the supervision of Engineer-in-charge.
-
-
-
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900 mm equilateral triangle
-
-
-
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Road-A
6
-
5848.21
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Road-B
2
-
5866.03
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Road-C
2
-
5866.72
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Road-D
6
-
5855.38
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Road-E
4
-
5849.69
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Road-F
4
-
5853.96
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Road-G
6
-
5853.61
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Road-H
4
-
5849.69
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600 mm Circular
-
-
-
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Road-A
4
-
5225.65
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Road-B
2
-
5243.47
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Road-C
2
-
5244.15
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Road-D
6
-
5232.82
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Road-E
4
-
5227.12
... More
Road-F
2
-
5231.4
... More
Road-G
2
-
5231.04
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Road-H
2
-
5227.12
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800 cm x 600 cm rectangular
-
-
-
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Road-A
4
-
7007
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Road-B
2
-
7024.81
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Road-C
2
-
7025.5
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Road-D
4
-
7014.17
... More
Road-E
3
-
7008.47
... More
Road-F
2
-
7012.74
... More
Road-G
2
-
7012.39
... More
Road-H
2
-
7008.47
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