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_68612_20Bid Award Id
ViewTender No
ROAD TENDER ONLINE RWCSBP-07Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
... More
Road-C
12000
-
5.63
... More
Road-D
4050
-
5.63
... More
Road-E
3900
-
5.63
... More
Road-F
12435
-
5.63
... More
Road-G
5700
-
5.63
... More
Road-H
3500
-
5.63
... More
Road-I
9150
-
5.63
... More
Road-J
4400
-
5.63
... More
Road-K
2400
-
5.63
... More
Road-L
5400
-
5.63
... More
Flank dressing to proper camber etc. Complete and as per direction of Engineer-In-Charge
-
-
-
... More
Road-A
8400
-
4.62
... More
Road-B
3340
-
4.62
... More
Road-C
9600
-
4.62
... More
Road-D
3240
-
4.62
... More
Road-E
3120
-
4.62
... More
Road-F
8700
-
4.62
... More
Road-G
5130
-
4.62
... More
Road-H
3150
-
4.62
... More
Road-I
9150
-
4.62
... More
Road-J
3300
-
4.62
... More
Road-K
1800
-
4.62
... More
Road-L
5400
-
4.62
... More
Providing,Laying,spreading & compacting metal and packing the voids with small stones and hand packing the same to proper camber incl. conveying,spreading of filler materials and filling the interstices by spreading the the same over the surface,watering and consolidation with PRR incl. cost,conveyanc,hire and running charges of PRR etc. complete
-
-
-
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Road-A
97.63
-
1888.4
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Road-B
13.89
-
1842.54
... More
Road-C
71.96
-
1872.41
... More
Road-D
16.05
-
1920.4
... More
Road-E
29.35
-
1736.41
... More
Road-H
8.97
-
1744.42
... More
Road-J
39.5
-
1664.42
... More
Road-K
8.62
-
1704.43
... More
Road-L
39.39
-
1696.43
... More
Labour for scraping,cleaning the road surface,applying tack coat using 3.0kg of bitumen for 10sqm and laying 75mm thick built up spray grouting in 2 layers 37.5mm thick each layer using 0.45cum of 25mm to 40mm size HG Metal and 12kg penetration grade of Bitumen for 10 Sqm spreading over and laying incl. heating pouring and spreading over and spreading bitumen metal & chips and rolling with PRR and all other machineries incl. cost,conveyance of bitumen,metal, and chips complete as per direction of Engineer-In-Charge
-
-
-
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Road-G
9.25
-
419.56
... More
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 bituminous treatment
-
-
-
... More
Road-A
13387.5
-
3.65
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Road-B
5110.2
-
3.65
... More
Road-C
15395.63
-
3.65
... More
Road-D
2983.5
-
3.65
... More
Road-E
4743
-
3.65
... More
Road-F
10875
-
3.65
... More
Road-G
10892
-
3.65
... More
Road-H
5309.1
-
3.65
... More
Road-I
9150
-
3.65
... More
Road-J
4207.5
-
3.65
... More
Road-K
1721.25
-
3.65
... More
Road-L
5431.5
-
3.65
... More
Providing and applying Tack coat with bitumen (RS-1) using emulsion distrubutor at the rate of 0.2 - 0.25 kg/sqm on prepared bituminous surface properly cleaned with hydraulic broom as per Technical Specification Clause 503.
-
-
-
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Road-A
13387.5
-
8.98
... More
Road-B
5110.2
-
8.94
... More
Road-C
15395.63
-
8.97
... More
Road-D
2983.5
-
8.51
... More
Road-E
4743
-
8.96
... More
Road-F
10875
-
8.87
... More
Road-G
10892
-
8.86
... More
Road-H
5309.1
-
8.86
... More
Road-I
9150
-
8.88
... More
Road-J
4207.5
-
8.97
... More
Road-K
1721.25
-
8.97
... More
Road-L
5431.5
-
8.97
... More
Poviding,laying bituminous macadam with hot mix plant using crushed aggregates of specific grading premixed with bituminous binder of 60/70 penetration grade of bitumen,tranported to site laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade,level & alignment and rolling with smooth whelled,vibratory and tendom roller to achieve the desired compaction as per clause 504 of MoSRT&H specification for road & Bridge works etc. complete as directed by Engineer-In-Charge.
-
-
-
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Road-A
110.35
-
6839.57
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Road-B
119.49
-
6741.32
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Road-E
46.29
-
6484.52
... More
Road-F
84.19
-
6477.68
... More
Road-G
79.56
-
6501.98
... More
Road-I
115.8
-
6453.3
... More
Road-K
9.57
-
6465.41
... More
Road-L
51.64
-
6459.33
... More
Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, 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 requried grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoRT&H Specifications for Road & Bridge works (4th Revision)
-
-
-
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Road-A
334.69
-
8924.18
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Road-B
127.76
-
8817
... More
Road-C
384.89
-
8896.24
... More
Road-D
74.59
-
8951.27
... More
Road-E
118.58
-
8552.01
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Road-F
277.32
-
8554.32
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Road-G
272.53
-
8576.53
... More
Road-H
133.2
-
8576.53
... More
Road-I
233.33
-
8524.34
... More
Road-J
105.19
-
8509.3
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Road-K
43.03
-
8534.76
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Road-L
135.79
-
8528.37
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of MoRD excluding cost of excavation of earth,dismantling of stone masonry in headwall & protective work etc. complete
-
-
-
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Road-G
5
-
194.11
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Dismantling of existing structures like culverts,bridges,retaining walls and other structure comprising of masonry,cement concrete,wood work,steel work,including T&P and scaffolding wherever necessary,sorting the dismantled material,disposal of unserviceable material and stacking theunserviceable material with all lifts and lead of 1000m as per Technical specification clause202.1
-
-
-
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Road-G
1
-
424.3
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Earthwork in excavation for foundation of structures in all kinds of soil upto 3 m depth as per drawing and technical specification Clause 305 of MORD specification for Rural roads includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal up to a lead of 50m, dressing of sides and bottom and backfilling with excavated suitable materials including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge.
-
-
-
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Road-G
17.32
-
299.13
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Filling in foundation trenches with approved quality of sand as per clause 1108, 305.3.9 & 1200 of MORD Specification for Rural roads including cost,conveyance, royalty, taxes, labour and T&P required for the work and as per direction of Engineer in charge.
-
-
-
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Road-G
12.38
-
548.21
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Providing & laying plain reinfocement cement concrete (M-10) in open foundations complete as per drawings and MORD technical specifications Clause 800, 1100 & 1200 and as per the direction of the Engineer-in-charge.
-
-
-
... More
Road-G
2.45
-
4062.02
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Providing and laying reinforced cement concrete pipe NP3 for culverts including fixing collar with cement mortar (1:2) but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets Clause 1106 of MoRD and as per the direction of the Engineer-in-charge.
-
-
-
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Road-G
7.5
-
2558.54
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Providing & laying of PCC M 15 grade cement concrete in substructure as per clause 802, 803, 1105 (I), 1202, 1203 of MoRD and as per the direction of the Engineer-in-charge.
-
-
-
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Road-G
14.63
-
4176.89
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Reinforced cement concrete M-15 Grade BOUNDARY PILLAR of standard design as per IRC-25-1967 ,Fixing in position including finishing and lettering but excluding painting etc complete
-
-
-
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Road-A
65
-
574.76
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Road-B
32
-
558.22
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Road-C
70
-
570.12
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Road-D
42
-
582.02
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Road-E
30
-
534.58
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Road-F
130
-
526.37
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Road-G
100
-
537.11
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Road-H
69
-
537.06
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Road-I
118
-
519.93
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Road-J
40
-
517.31
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Road-K
25
-
527.1
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Road-L
30
-
524.93
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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 and as per direction of Engineer-In-Charge
-
-
-
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(a) 200 mtr Stone
-
-
-
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Road-A
14
-
494.15
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Road-B
8
-
486.57
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Road-C
16
-
492.18
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Road-D
5
-
493.71
... More
Road-E
6
-
483.86
... More
Road-F
3
-
482.24
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Road-G
18
-
485.32
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Road-H
9
-
485.2
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Road-I
4
-
490.39
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Road-J
6
-
482.82
... More
Road-K
2
-
483.83
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Road-L
7
-
483.15
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(B) Km Stone
-
-
-
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Road-A
3
-
1796.02
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Road-B
3
-
1753.39
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Road-C
4
-
1784.94
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Road-D
3
-
1793.56
... More
Road-E
3
-
1738.16
... More
Road-F
5
-
1729.08
... More
Road-G
6
-
1746.32
... More
Road-H
3
-
1745.69
... More
Road-I
4
-
1718.62
... More
Road-J
2
-
1732.32
... More
Road-K
1
-
1738.01
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Road-L
3
-
1734.16
... More
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered surface /Concrete surface as per drawing etc complete
-
-
-
... More
Road-A
37.24
-
89.98
... More
Road-B
18.62
-
89.98
... More
Road-C
37.24
-
89.98
... More
Road-D
24.84
-
89.98
... More
Road-E
24.84
-
89.98
... More
Road-F
111.74
-
89.98
... More
Road-G
127.36
-
89.98
... More
Road-H
37.24
-
89.98
... More
Road-I
111.74
-
89.98
... More
Road-J
24.84
-
89.98
... More
Road-K
12.42
-
89.98
... More
Road-L
24.84
-
89.98
... More
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H Specifications for Road & Bridge works(4th Revision)
-
-
-
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Road-A
210
-
132.3
... More
Road-B
177.3
-
132.3
... More
Road-C
241.5
-
132.3
... More
Road-D
46.8
-
132.3
... More
Road-E
74.4
-
132.3
... More
Road-F
621.75
-
132.3
... More
Road-G
171
-
132.3
... More
Road-I
305
-
132.3
... More
Road-J
110
-
132.3
... More
Road-K
27
-
132.3
... More
Road-L
85.2
-
132.3
... More
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 and as per the direction of the Engineer-in-charge.
-
-
-
... More
(i) For 600 mm Circular
-
-
-
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Road-A
2
-
1825
... More
Road-B
2
-
1805.05
... More
Road-C
2
-
1819.82
... More
Road-D
2
-
1823.85
... More
Road-E
2
-
1797.93
... More
Road-F
5
-
1793.68
... More
Road-G
2
-
1801.75
... More
Road-H
2
-
1801.46
... More
Road-I
4
-
1788.78
... More
Road-J
2
-
1795.19
... More
Road-K
2
-
1797.86
... More
Road-L
2
-
1796.05
... More
(ii) For 600 x 450 mm Rectangular
-
-
-
... More
Road-A
4
-
1821.39
... More
Road-B
4
-
1801.45
... More
Road-C
6
-
1816.21
... More
Road-D
3
-
1820.24
... More
Road-E
4
-
1794.33
... More
Road-F
5
-
1790.07
... More
Road-G
9
-
1798.14
... More
Road-H
4
-
1797.85
... More
Road-I
4
-
1785.18
... More
Road-J
6
-
1791.59
... More
Road-K
2
-
1794.25
... More
Road-L
6
-
1792.45
... More
(iii) For 900 mm Equilateral
-
-
-
... More
Road-A
3
-
1864.46
... More
Road-B
3
-
1844.51
... More
Road-C
4
-
1859.28
... More
Road-D
4
-
1863.31
... More
Road-E
3
-
1837.39
... More
Road-F
4
-
1833.14
... More
Road-G
3
-
1841.21
... More
Road-H
3
-
1840.92
... More
Road-I
4
-
1828.24
... More
Road-J
6
-
1834.65
... More
Road-K
2
-
1837.32
... More
Road-L
6
-
1835.51
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