Rural Development Department Tender
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Costs
EMD
₹ 1,99,550Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_CERWI_67918_6Bid Award Id
ViewTender No
Road Online NCB No.301Tender 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)
9000
-
5.64
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Road (D)
7200
-
5.64
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Road (E)
7200
-
5.64
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Road (F)
9400
-
5.64
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Road (G)
12760
-
5.64
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Road (H)
3120
-
5.64
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Road (I)
7800
-
5.64
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Clearing the existing black topped surface including removal of binding materials & other foreign materials with wire brush & small picks, sweeping with brush/ broom & finally dusting with old gunny bags or compressed air to receive bitumen etc complete as per direction of Engineer-in-charge
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-
-
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Road (A)
2755.73
-
3.65
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Road (B)
4802.55
-
3.65
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Road (C)
7662.11
-
3.65
... More
Road (D)
5454
-
3.65
... More
Road (E)
9090
-
3.65
... More
Road (F)
8900.63
-
3.65
... More
Road (G)
12082.13
-
3.65
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Road (H)
3939
-
3.65
... More
Road (I)
7968.9
-
3.65
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD & as per direction of the Engineer-in-Charge.
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-
-
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Road (A)
2755.73
-
11.27
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Road (B)
4802.55
-
11.26
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Road (C)
7662.11
-
11.29
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Road (D)
5454
-
11.28
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Road (E)
9090
-
11.26
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Road (F)
8900.63
-
11.3
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Road (G)
12082.13
-
11.29
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Road (H)
3939
-
11.28
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Road (I)
7968.9
-
11.27
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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 layerusing 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)
325.18
-
267.66
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Road (B)
309.76
-
265.51
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Road (C)
842.83
-
284.49
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Road (D)
654.48
-
268.57
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Road (E)
545.4
-
264.51
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Road (F)
1068.08
-
274.48
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Road (G)
604.11
-
272.63
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Road (H)
393.9
-
281.54
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Road (I)
597.67
-
277.48
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Providing Surface Dressing with 12 kg penetration grade of Bitumen & 0.15 cum 19 mm nominal size chips per 10 sqm & rolling with P.R.R including hire & running charges of P.R.R & including cost, conveyance & all taxes of materials etc complete as per direction of Engineer-in charge
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-
-
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Road (C)
766.21
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80.54
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Road (D)
1527.12
-
79.56
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Road (E)
999.9
-
78.79
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Road (F)
1246.09
-
80.67
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Road (G)
1208.21
-
80.32
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Road (H)
937.5
-
79.97
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Road (I)
597.67
-
79.2
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Providing & laying Bituminous macadam with hotmix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 grade of bitumen transported to site laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level & alignment & rolling with smooth wheeled vibratory & tandem rollers to achieve desired compaction as per clause 504 of MoSRTH specifications for Road & Bridge works ( 4 th revision) & as per direction of the Engineer-in-Charge.
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-
-
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Road (A)
45
-
6188.96
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Road (I)
90
-
6197.23
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Providing & laying semidense bituminous concrete with batch type hot mix plant using crushed aggregate of specified grading, premixed with bituminous binder (60/70) penetration Grade of Bitumen, transporting the hot mix to the site, laying with a Hydrostatic paver Finisher with sensor control to the required grade, level & alignmen, rolling with smooth wheeled vibratory & tandem Roller to achieve the desired compaction as per clause 508 of Mo SRT&H Specifications for road & Bridge works 9 4th revision) & as per direction of the Engineer-in-Charge.
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-
-
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Road (A)
68.9
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8299.4
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Road (B)
120.07
-
8243.56
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Road (C)
191.55
-
8517.28
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Road (D)
136.35
-
8287.18
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Road (E)
227.25
-
8211.22
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Road (F)
222.52
-
8494.98
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Road (G)
302.05
-
8425.99
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Road (H)
98.48
-
8410.1
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Road (I)
199.22
-
8310.84
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Earth work for embankment in hard soil with five extra leads over initial lead and lift including ordinary compaction with PRR including hire & running charges of PRR and as per direction of Engineer-in-charge.
-
-
-
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Road (A)
271.5
-
193.05
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Road (B)
475.5
-
193.05
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Road (C)
421.2
-
193.05
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Road (D)
405
-
193.05
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Road (E)
540
-
193.05
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Road (F)
528.75
-
193.05
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Road (G)
319
-
193.05
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Road (H)
306
-
193.05
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Road (I)
259.2
-
193.05
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Providing and fixing Kmstone, 200 mtr stone including painting writing etc complete as per direction of EIC
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-
-
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Km Stone
-
-
-
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Road (A)
2
-
2573.14
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Road (B)
3
-
2563
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Road (C)
4
-
2497.01
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Road (D)
2
-
2549.04
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Road (E)
2
-
2507.67
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Road (F)
2
-
2607.58
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Road (G)
2
-
2589.29
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Road (H)
2
-
2445.44
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Road (I)
3
-
2430.07
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200 mtr stone
-
-
-
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Road (A)
6
-
555.04
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Road (B)
11
-
553.24
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Road (C)
12
-
654.01
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Road (D)
10
-
550.76
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Road (E)
10
-
543.4
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Road (F)
12
-
561.17
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Road (G)
10
-
557.92
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Road (H)
4
-
644.73
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Road (I)
10
-
641.86
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Providing and fixing 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 sheeting 1.5 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-charge
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-
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Main Information Board
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-
-
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Road (C)
1
-
22656.28
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Road (D)
1
-
22625.39
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Road (E)
1
-
22592.85
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Road (F)
1
-
22671.66
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Road (G)
1
-
22657.21
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Road (H)
1
-
22609.05
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Road (I)
1
-
22596.14
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900x900 mm Triangular section
-
-
-
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Road (A)
8
-
5868.4
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Road (B)
28
-
5864.65
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Road (C)
12
-
5873.76
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Road (D)
5
-
5858.32
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Road (E)
7
-
5842.05
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Road (F)
3
-
5881.45
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Road (G)
7
-
5874.22
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Road (H)
2
-
5850.14
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Road (I)
10
-
5843.69
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800x600 mm Rectangular section
-
-
-
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Road (A)
2
-
7027.19
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Road (B)
4
-
7023.43
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Road (D)
3
-
7017
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Road (E)
8
-
7000.84
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Road (F)
4
-
7040.24
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Road (G)
4
-
7033
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600x600 mm Square section
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-
-
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Road (C)
6
-
5966.68
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Road (H)
2
-
5943.06
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Road (I)
4
-
5936.61
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600 mm Circular
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-
-
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Road (A)
2
-
5245.84
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Road (B)
4
-
5242.08
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Road (C)
6
-
5251.19
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Road (D)
4
-
5235.76
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Road (E)
6
-
5219.49
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Road (F)
4
-
5258.89
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Road (G)
6
-
5251.66
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Road (H)
2
-
5227.58
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Road (I)
4
-
5221.12
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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
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-
-
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Road (A)
11.99
-
110.44
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Road (B)
11.99
-
110.44
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Road (C)
29.97
-
113.06
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Road (D)
35.96
-
110.44
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Road (E)
47.95
-
110.44
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Road (F)
59.94
-
110.44
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Road (G)
35.96
-
110.44
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Road (H)
17.98
-
113.06
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Road (I)
29.97
-
113.06
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Supplying & Fixing Guard posts as per direction of Engineer in charge. including cost, conveyance of all materials as per specification.
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-
-
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Road (D)
238
-
728.18
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Road (E)
311
-
718.5
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Road (F)
307
-
741.95
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Road (G)
169
-
737.64
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