Rural Development Department Tender
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Costs
EMD
Refer DocumentsDocument 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
2022_CERWI_79994_1Bid Award Id
ViewTender No
Road Online NCB No. 341Tender 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
15572
-
5.96
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Road-D
8000
-
5.96
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Road-E
6700
-
5.96
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Road-F
12810
-
5.96
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Road-G
13400
-
5.96
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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
19816.72
-
3.86
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Road-B
9775.36
-
3.86
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Road-C
28746.39
-
3.86
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Road-D
14847.1
-
3.86
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Road-E
9596.23
-
3.86
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Road-F
18527.65
-
3.86
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Road-G
19472.76
-
3.86
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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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-
-
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Road-A
20554.02
-
12.46
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Road-B
10211.1
-
12.46
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Road-C
29489.48
-
12.47
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Road-D
15300
-
12.48
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Road-E
10150.5
-
12.48
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Road-F
19407.15
-
12.47
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Road-G
20301
-
12.48
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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
334.28
-
301.89
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Road-B
334.64
-
301.89
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Road-C
451.11
-
288.97
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Road-D
152.9
-
285.35
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Road-E
453.77
-
290.08
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Road-F
687.35
-
291.57
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Road-G
627.24
-
295.62
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Providing & laying Surface Dressing as wearing course in single coat using crushed stone Aggregates of specified size on a layer of bituminous binder of VG-30 penetration Grade Bitumen laid on a prepaid surface & rolling with 8-10 tonne smooth wheeled Roller as per clause 510 of MORT&H specification etc complete as per the direction of the Engineer-in-Charge.
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-
-
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Road-A
1379.23
-
92.35
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Road-B
1153.46
-
92.35
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Road-C
1773.57
-
90.2
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Road-D
2550.59
-
89.61
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Road-E
989.69
-
90.41
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Road-F
1964.24
-
90.64
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Road-G
918.71
-
91.34
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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 specificationsetc complete as per the direction of the Engineer-in-Charge.
-
-
-
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Road-A
371.25
-
7335.48
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Road-B
78
-
7335.48
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Road-C
124.69
-
6877.36
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Road-E
98.1
-
6916.63
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Road-F
142.5
-
6968.98
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Road-G
270
-
7112.96
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Providing & laying Semidense bituminous concrete (SDBC) 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 etc complete as per the direction of Engineer-in-Charge.
-
-
-
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Road-A
513.86
-
9611.63
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Road-B
255.28
-
9611.63
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Road-C
737.24
-
9128.63
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Road-D
382.5
-
9230.48
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Road-E
253.76
-
9170.03
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Road-F
485.18
-
9225.23
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Road-G
507.53
-
9377.03
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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
755.66
-
554.35
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Road-B
337
-
554.35
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Road-C
329.75
-
554.35
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Road-D
400
-
554.35
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Road-E
335
-
554.35
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Road-F
640.5
-
554.35
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Road-G
276.75
-
554.35
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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 the direction of the Engineer-in-Charge.
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-
-
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200 Mtr. Stones
-
-
-
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Road-A
8
-
607.87
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Road-B
8
-
607.87
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Road-C
8
-
585.97
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Road-D
8
-
581.6
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Road-E
10
-
587.27
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Road-F
10
-
589.47
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Road-G
8
-
596.7
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5th KM Stone
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-
-
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Road-A
1
-
4574.29
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Road-B
1
-
4574.29
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Road-C
1
-
4395.17
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Road-D
1
-
4359.42
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Road-E
1
-
4405.88
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Road-F
1
-
4423.78
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Road-G
1
-
4482.91
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Ordinary Kilometre Stones
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-
-
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Road-A
3
-
2832.39
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Road-B
3
-
2832.39
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Road-C
4
-
2709.23
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Road-D
3
-
2684.66
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Road-E
3
-
2716.61
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Road-F
5
-
2728.91
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Road-G
3
-
2769.56
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Supplying, fitting, fixing of Retro-reflectorised cautionary, mandatory & informatory signs as per IRC-67 made of encapsulated lens typ reflecting sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 2 mm thick with area exceeding 0.90sqm supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm. 60cm below ground level as per approved drawings & Technical Specification Clause 801 including excavation, curring etc complete as per the direction of the Engineer-in-Charge.
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-
-
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Main Information Board
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-
-
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Road-A
1
-
15774.82
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Road-B
2
-
15774.82
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Road-C
1
-
15678.64
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Road-D
1
-
15659.81
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Road-E
1
-
15684.3
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Road-F
2
-
15693.84
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Road-G
2
-
15725.66
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Supplying, fitting, fixing of Retro-reflectorised cautionary, mandatory & informatory signs as per IRC-67 made of encapsulated lens typ reflecting sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm. 60cm below ground level as per approved drawings & Technical Specification Clause 801 including excavation, curring etc complete as per the direction of the Engineer-in-Charge.
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-
-
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900 mm equilateral triangle
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-
-
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Road-A
4
-
5147.61
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Road-B
4
-
5147.61
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Road-C
10
-
5099.52
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Road-D
10
-
5090.11
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Road-E
4
-
5102.35
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Road-F
4
-
5107.13
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Road-G
6
-
5123.02
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800 cm x 600 mm rectangular
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-
-
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Road-A
2
-
5984.2
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Road-B
2
-
5984.2
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Road-C
6
-
5936.11
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Road-D
6
-
5926.7
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Road-E
2
-
5938.94
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Road-F
4
-
5943.72
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Road-G
2
-
5959.62
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600 mm Circular
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-
-
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Road-A
3
-
4687.91
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Road-B
2
-
4687.91
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Road-C
8
-
4639.83
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Road-D
8
-
4630.42
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Road-E
2
-
4642.66
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Road-F
8
-
4647.43
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Road-G
4
-
4663.33
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Supplying & fixing 15 cm dia 1.00 m long guard posts of RCC (1:2:4) using 7.5 kg of steel for each guard post with 12 mm size black hard granite chips including cost of all reinforcement and materials, centering, shuttering and watering, carrying etc complete as per the direction of the Engineer-in-Charge.
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-
-
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Road-A
125
-
824.27
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Road-B
182
-
824.47
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Road-C
210
-
795.66
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Road-D
150
-
790.07
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Road-E
185
-
797.33
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Road-F
203
-
800.17
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Road-G
89
-
809.64
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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 etc complete as per the direction of the Engineer-in-Charge.
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-
-
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Road-A
132.45
-
111.51
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Road-B
91.13
-
111.51
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Road-C
132.45
-
111.51
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Road-D
57.98
-
111.51
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Road-E
132.45
-
111.51
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Road-F
99.3
-
111.51
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Road-G
132.45
-
111.51
Evaluation Notes How It Works ?
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