Ministry Of Road Transport And Highways Tender
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Ministry Of Road Transport And Highways - MORTH Tender
Eprocure
Opening Date7 Dec 2018
Closing Date7 Jan 2019
Tender Amount₹ 34,01,00,000
Costs
EMD
₹ 17,11,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_MoRTH_416175_1Bid Award Id
ViewTender No
15/2018-19Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
-
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Documents
BOQ Items
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Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications as per MORTH Rev. V clause No. 111, 112, 202.
5366.67
58121
10.83
... More
Wet Mix Macadam (Table 400-13) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) as per MORTH Rev. V Clause No. 111, 112 406 & 900.
17313.73
41226415
2381.14
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Prime Coat - Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM as per MORTH Rev. V Clause No. 111, 112, 502 & 900.
73531.4
4657478
63.34
... More
Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using mechanical sprayer at the rate of 0.25 kg per sqm - over granular surfaces treated with primer as per MORTH Rev. V Clause No. 111, 112, 503 & 900.
73531.4
889729
12.1
... More
Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using mechanical sprayer at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per clause 503 - over the existing bituminous surfaces as per MORTH Rev. V Clause No. 111, 112, 503 & 900.
51949.99
823407
15.85
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Providing and Laying advanced BT patches upto 50 mm thick using 45 mm IRC size Metal with 44 Kg of 80/100 Bitumen which shall including repairs of pot holes and patching of all type of bituminous surface with a bituminous mix either produced at the site itself with manual method mixing and placed at the site in the pot holes or patches or depressions to prepare shape and depth side painting with tack coat and compacting the layer to the levels as directed by the Engineer in charge of the work.
147.16
535188
3636.78
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Dense Graded Bituminous Macadam 85mm thick (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 30) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505) Grading II as per MORTH Rev. V Clause No. 111, 112, 505 & 900
6279.79
52852219
8416.24
... More
Dense Graded Bituminous Macadam 50mm thick (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 30) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505) Grading II as per MORTH Rev. V Clause No. 111, 112, 505 & 900
2572.15
23048727
8960.88
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Bituminous concrete (table 500-17) 40mm thick (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (viscosity grade) at percentage specified by JMF of mix and filter, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem, rollers to achieve the desired compaction as per MORTH Rev. V specification clause No.507 complete in all respects - Grading II as per MORTH Rev. V Clause No. 111, 112, 507 & 900
5013.46
48203314
9614.78
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Construction of embankment with excavated earth available at site including labour charges, spreading, grading to required slope and compacting to meet requirement of Table 300-2 of MORT & specification No. 305
3172.99
52005
16.39
... More
Reconstruction / Widening of Culverts: Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.Dismantling the PCC as per MORT&H specification 202
51.52
12983
252
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Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.Dismantling the cut stones as per MORT&H specification 202
8.8
2340
266
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Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.Dismantling the brick masonry as per MORT&H specification 202
27.26
4001
146.8
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Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.Dismantling the RCC Slab MORT&H specification 202
3.28
12529
3820
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as providing and maintaining necessary cofferdams, sheeting,shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc, complete as per relevant standard specification for Dressing the bed etc., complete as per MORTH Rev. V Clause No. 304
1102.5
70119
63.6
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Cement concrete M15 Grade Nominal Mix (1:2:4) using 40 mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for laying, compacting, curing, and all incidental charges etc., complete as per relevant standard specification for levelling course for box culvert as per MORTH Rev. V Clause No. 1000, 1500, 1700, 2200
25.2
126631
5025.04
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Vibrated Cement Concrete of grade M25 Design Mix using 20 mm ISS graded metal including Cost and Conveyance of all materials to site and Cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying compacting, curing concrete, soft water, hire charges for Tools and Plants including all other incidental charges etc., complete for Box Culvert as per MORTH Rev. V Clause No. 1000, 1500, 1600, 1700, 2200
133.8
1260398
9420.02
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Plain Cement Concrete 1:2:4 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for FOUNDATION for Pipe Culvert.
13.47
68986
5121.5
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Vibrated cement concrete M20 Grade Nominal Mix (1:1.5:3) using 40 mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for laying, compacting, curing, and all incidental charges etc., complete as per relevant standard specification for Body wall of pipe culvert as per MORTH Rev. V Clause No. 1000, 1500, 1700, 2100
75.61
527899
6981.87
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Supply of NP4 class RCC 1200mm / 1000mm dia. Pipes supplied by the Contractor at his own cost specified below confirming toIS 458/1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete for culvert.
25
65000
2600
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Vibrated cement concrete M15 Grade Nominal Mix (1:2:4) using 40 mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for laying, compacting, curing, and all incidental charges etc., complete as per relevant standard specification for FOOTINGS OF ABUTMENT, PIERS AND WINGS as per MORTH Rev. V Clause No. 1000, 1500, 1700, 2100
367.96
2050427
5572.42
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Vibrated cement concrete M15 Grade Nominal Mix (1:2:4) using 20 mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for laying, compacting, curing, and all incidental charges etc., complete as per relevant standard specification for WALL OF ABUTMENT, PIERS AND WINGS (Below sill) as per MORTH Rev. V Clause No. 1000, 1500, 1700, 2100
184.38
1234053
6692.99
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Vibrated cement concrete M15 Grade Nominal Mix (1:2:4) using 20 mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for laying, compacting, curing, and all incidental charges etc., complete as per relevant standard specification for WALL OF ABUTMENT, PIERS AND WINGS (Above sill) as per MORTH Rev. V Clause No. 1000, 1500, 1700, 2100
207
1342751
6486.72
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Vibrated Reinforced Cement Concrete of grade M25 Design Mix using 20mm ISS graded metal including Cost and Conveyance of all materials to site and Cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying compacting, curing concrete, soft water, hire charges for Tools and Plants including all other incidental charges etc., complete for BED BLOCK OVER ABUTMENTS as per MORTH Rev. V Clause No. 1000, 1500, 1600, 1700, 2200
33.2
293670
8845.51
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Providing and fixing 100 mm dia PVC seepage pipes of required length for abutment and wings, including cost and conveyance of all materials to work site, cost and labour for semispherical backfill arrangements with 100 mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification. as per MORTH Rev. V Clause No. 2706
168
15120
90
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Providing and fixing Kraft paper for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete as per MORTH Rev. V Clause No. 2600
66.4
3154
47.5
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Providing and fixing of PVC expansion joint in between Dirt wall and Deck slab as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc., complete.
32
21312
666
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Vibrated Reinforced Cement Concrete of grade M30 Design Mix using 20mm ISS graded metal including Cost and Conveyance of all materials to site and Cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying compacting, curing concrete, soft water, hire charges for Tools and Plants including all other incidental charges etc., complete for DECK SLAB as per MORTH Rev. V Clause No. 1000, 1500, 1600, 1700, 2200
72.8
644200
8848.91
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Providing filter media behind Abutments and wings For 600mm thickness with clean III Graded material 53mm to 5.6mm using filter materials conforming to clause 309.3.2-13 & 305-4-4 of MORTH Vth Revision, well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site including all other incidental charges etc. complete as per MORTH Rev. V Clause No. 309
189.66
300135
1582.49
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Filling behind Abutments and Wings with granular material including cost and conveyance to site including labour charges for filling in layers, watering, tamping under OMC to get the maximum density, all incidental charges etc., complete as per MORTH Rev. V Clause No. 304
286.62
246275
859.24
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Supply and fabrication of HYSD steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, trying grills, including over lapping to the required length whenever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc., complete. . as per MORTH Rev. V Clause No. 1000, 1600
13.66
875076
64075.3
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Vibrated cement concrete M15 Grade Nominal Mix (1:2:4) using 40 mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for laying, compacting, curing, and all incidental charges etc., complete as per relevant standard specification for WALL OF ABUTMENT, PIERS AND WINGS (Above sill) as per MORTH Rev. V Clause No. 1000, 1500, 1700, 2100
20
162576
8128.81
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Tack Coat - Providing and applying tack coat with bitumen emulsion using mechanical sprayer at the rate of 0.30 kg per sqm - over Concrete surface surfaces treated with primer as per MORTH Rev. V Clause No. 111, 112, 503 & 900.
645.47
8901
13.79
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Providing and Laying Bituminous Concrete Gr I of 50 mm thickness which shall consist of construction of a single course binder / wearing course on a previously prepared bituminous base to the requirements of the specification as per Clause No. 111, 112, 501, 507 & 900 of MORT & H - V revision specifications.
32.28
299401
9275.14
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Construction of W Beam Barrier in Km 0/0 - 0/950 : Providing cast -in-situ PCC Barrier Type Kerb Concrete Median of size 0.165m at bottom and 0.150m at top and to height of 0.30 m from the road level and 0.125 m below Road level and including painting with approved quality of synthetic enamel paint including primer etc.
930
1753877
1885.89
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Providing of CC 1:4:8 Mix to specified thickness to fill the gap between Barrier Kerbs including cost and conveyance of all materials to work site and as per the standard specification and in accordance with the drawings appended here with and as directed by the departmental officers etc., complete.
319.66
1298868
4063.28
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Providing RCC M25 Centre Median of size 0.610m at bottom 0.250m at middle 0.150m at top and to height of 1.0 m from the road level over 0.135 m thick of CC 1:4:8 Mix including cost and conveyance of all materials to work site including approved quality of synthetic enamel paint including primer etc., including charges for the tools and plants employed and as per the standard specification and in accordance with the drawings appended here with and as directed by the departmental officers etc., complete.
930
4984800
5360
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Construction of Concrete Median in Km 0/950 - 4/4 : Providing of CC 1:4:8 Mix to specified thickness to fill the gap between BT layers including cost and conveyance of all materials to work site and as per the standard specification and in accordance with the drawings appended here with and as directed by the departmental officers etc., complete.
210.75
859693
4079.21
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Providing RCC M25 Centre Median of size 0.610m at bottom 0.250m at middle 0.150m at top and to height of 0.86 m from the road level over 0.135 m thick of CC 1:4:8 Mix including cost and conveyance of all materials to work site including approved quality of synthetic enamel paint including primer etc., including charges for the tools and plants employed and as per the standard specification and in accordance with the drawings appended here with and as directed by the departmental officers etc., complete.
3130
16200097
5175.75
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Construction of Concrete Median in Km 4/750 - 8/650 :Providing of CC 1:4:8 Mix to specified thickness to fill the gap between BT layers including cost and conveyance of all materials to work site and as per the standard specification and in accordance with the drawings appended here with and as directed by the departmental officers etc., complete.
197.62
812198
4109.9
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Providing RCC M25 Centre Median of size 0.610m at bottom 0.250m at middle 0.150m at top and to height of 0.86 m from the road level over 0.135 m thick of CC 1:4:8 Mix including cost and conveyance of all materials to work site including approved quality of synthetic enamel paint including primer etc., including charges for the tools and plants employed and as per the standard specification and in accordance with the drawings appended here with and as directed by the departmental officers etc., complete.
3600
18668340
5185.65
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Construction of storm water Drain at Km 2/8 - 3/8 & 4/100 - 4/400 : Excavation including removal and satisfactory disposal of all materials necessary for the constuction of road way and side drains in accordance with the specifications and the lins, grades and cross section shown in the drawings or as indicated by the Engineer for Box cutting as per MORTH Vth revision Clause No. 301
2439.73
155166
63.6
... More
Cement concrete M15 Grade Nominal Mix (1:2:4) using 40 mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for laying, compacting, curing, and all incidental charges etc., complete for levelling course as per MORTH Rev. V Clause No. 1000, 1500, 1700, 2200
26.12
131243
5024.63
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Vibrated cement concrete M15 Grade Nominal Mix (1:2:4) using 20 mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for laying, compacting, curing, and all incidental charges etc., complete for side drain bottom slab & side wall as per MoRTH Rev. V Clause No. 1000, 1500, 1700, 2100
1472.18
11288102
7667.61
... More
Vibrated Reinforced Cement Concrete of grade M25 Design Mix using 20mm ISS graded metal including Cost and Conveyance of all materials to site and Cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying compacting, curing concrete, soft water, hire charges for Tools and Plants including all other incidental charges etc., complete for Cross drain & cover slab as per MORTH Rev. V Clause No. 1000, 1500, 1600, 1700, 2200
406.24
4139496
10189.78
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Supply and fabrication of HYSD steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, trying grills, including over lapping to the required length whenever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc., complete. . as per MORTH Rev. V Clause No. 1000, 1600
31.76
2034775
64075.3
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Providing and Fixing of CI grating 100mm dia to drain the rain water from the carriage way for every 10m length including all other incidental charges ect., and as directed by the engineer.
219
6526
29.8
... More
Construction of Bus lay Bays at Km 1/10, 2/4, 5/4, 5/8, 6/4 & 7/2 : Excavation including removal and satisfactory disposal of all materials necessary for the constuction of road way and side drains in accordance with the specifications and the lins, grades and cross section shown in the drawings or as indicated by the Engineer for Box cutting as per MORTH Vth revision Clause No. 301.
1701
108183
63.6
... More
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for grading- V Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
840
1803681
2147.24
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Wet Mix Macadam (Table 400-13) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) as per MORTH Rev. V Clause No. 111, 112 406 & 900.
1050
2500197
2381.14
... More
Prime Coat - Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM as per MORTH Rev. V Clause No. 111, 112, 502 & 900.
4200
266028
63.34
... More
Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using mechanical sprayer at the rate of 0.25 kg per sqm - over granular surfaces treated with primer as per MORTH Rev. V Clause No. 111, 112, 503 & 900.
4200
50820
12.1
... More
Dense Graded Bituminous Macadam 50mm thick (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 30) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505) Grading II as per MORTH Rev. V Clause No. 111, 112, 505 & 900
210
1881784
8960.88
... More
Bituminous concrete (table 500-17) 30 mm thick (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (viscosity grade) at percentage specified by JMF of mix and filter, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem, rollers to achieve the desired compaction as per MORTH Rev. V specification clause No.507 complete in all respects - Grading II as per MORTH Rev. V Clause No. 111, 112, 507 & 900
126
1211462
9614.78
... More
Construction of Retaining wall at Km 7/200 - 7/470 & 8/4 : Excavation including removal and satisfactory disposal of all materials necessary for the constuction of road way and side drains in accordance with the specifications and the lins, grades and cross section shown in the drawings or as indicated by the Engineer for Foundation as per MORTH Vth revision Clause No. 301.
521.6
33173
63.6
... More
Plain Cement concrete M15 Grade Nominal Mix (1:2:4) using 40 mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for laying, compacting, curing, and all incidental charges etc., complete for Foundation as per MORTH Rev. V Clause No. 1000, 1500, 1700, 2200
166.2
857974
5162.3
... More
Vibrated cement concrete M15 Grade Nominal Mix (1:2:4) using 40 mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for laying, compacting, curing, and all incidental charges etc., complete as per relevant standard specification for Below sill as per MoRTH Rev. V Clause No. 1000, 1500, 1700, 2100
378.39
2204564
5826.17
... More
Vibrated cement concrete M15 Grade Nominal Mix (1:2:4) using 40 mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for laying, compacting, curing, and all incidental charges etc., complete as per relevant standard specification for Above sill as per MoRTH Rev. V Clause No. 1000, 1500, 1700, 2100
453.03
3195397
7053.39
... More
Providing and fixing 100 mm dia PVC seepage pipes of required length for abutment and wings, including cost and conveyance of all materials to work site, cost and labour for semispherical backfill arrangements with 100 mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification. as per MORTH Rev. V Clause No. 2706
200
18000
90
... More
Providing and fixing Bituminous pad expansion joint 20mm thick including cost ans conveyance of the same to work site labour charges for fixing in correct position and all labour charges etc.complete
39.83
4321
108.5
... More
Refilling behind Retaining wall withcut earth including cost and conveyance to site including labour charges for filling in layers, watering, tamping under OMC to get the maximum density, all incidental charges etc., complete as per MORTH Rev. V Clause No. 304
461.1
10236
22.2
... More
GST Amount for providing Service to Government Contract Works for the above Construction for 12%
27259757.17
36437238
1
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