Ministry Of Road Transport And Highways Tender
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Ministry Of Road Transport And Highways - MORTH Tender
Eprocure
Opening Date27 Jun 2018
Closing Date27 Jul 2018
Tender Amount₹ 3,64,50,000
Costs
EMD
₹ 1,93,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_MoRTH_353539_1Bid Award Id
ViewTender No
Tender Notice No. 02/2018-19/DO dated.18.06.2018Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
-
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Documents
Improvements to Poyyur-Sundakkudi Road to Oriyur road Km 0/0-5/2
BOQ Items
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Providing and laying of Tack Coat using (RS 1) emulsion bitumen at the rate of 2.5 KG. per ten square metre over the Primed surface preparatory to another bitumen construction over it as per clause 503 MORT & H Specification (Vth Revision)
18601.22
194754
10.47
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Dense Graded Bituminous Macadam (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 Job Mix Formula 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 as per clause 501.6 and 501.7 to achieve the desired compaction of MoRTH specification clause No.505 - Grading I
1209.09
8384096
6934.22
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Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction clause No. 507 as per MORTH specification complete in all respects
558.03
4136034
7411.85
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Collection & Supply of Carted earth for making up berms including conveyance stacking, spreading and compacting with power roller rolling including all labour charges and all other charges as per cl 301 MORT&H specification (V Revision).
2383.02
302548
126.96
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Providing & Laying and compacting shoulder by Gravel for making up berms including conveyance staking and spreading the gravel and compacting with power roller rolling including all labour charges and all other charges as per MORT&H specification (V Revision)
972.67
358273
368.34
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Pipe Culvert at Km 0/2,0/4,0/6, 1/2(i),1/6,2/8,3/2,3/8,4/8
Earthwork excavation in all classes of soil for foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, back filling the excavation earth to the extent required and utilising fhe remaining earth locally for road work for foundation by mechanical means excluding dewatering as per cl 304 of MORT&H specification (Vth Revision)
453.77
57719
127.2
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Filling with clean good river sand including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density and all incidental charges etc., complete for below foundation as per Cl 2200 of MORT&H specification (V Revision)
49.41
38967
788.65
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Vibrated Cement Concrete M20 (nominal mix 1:1.5:3) using 40mm ISS size HBG metal including cost and coveyance of all materials to site including cost and labour for form work and centering labour charges for compacting curing and all other incidental charges baling out water etc complete for Foundation of footing and as per MoRTH Specification 1000, 1500, 1700 & 2100
26.33
122759
4662.33
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Vibrated Cement Concrete M20 (nominal mix 1:1.5:3) using 40mm ISS size HBG metal including cost and coveyance of all materials to site including cost and labour for form work and centering labour charges for compacting curing and all other incidental charges baling out water etc complete for Sub structure of Body wall for pipe culvert and as per MoRTH Specification 1000, 1500, 1700 & 2100
237.33
1538009
6480.47
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Supply of NP3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 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 dapartmental officers etc., complete as per Cl.2900, 900 of MORTH specification (V Revision)
100
260000
2600
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Laying and fixing of 1000mm dia NP3 Class RCC Pipes to trench with in 200 metres lowering into trench and laying to proper grade and alignment of RCC Pipes snd collars and cost of labour including joining with collars as directed by the departmental officers including all labour and other incidental charges etc., complete as per 2900 of MORT & H standard specification V revision
100
6655
66.55
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Filling below and above and sides of pipes and berms with good US Gravel from approved quarry including cost and conveyance of all materials to worksite and stacking them in departmental metric gauge for taking premeasurements including all charges for filling and incdental charges etc .complete.
233.3
86435
370.49
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Construction of Granular sub base by providing close graded materials (Grading V) spreading uniform layers with motor grader on prepared sub-grade mixing by plant method with Rotaveter in accordance with the requirements of the specification (with CBR not Less than 30), according to lines, grades and cross section shown in the drawing or as directed by the Engineer in-charge as per 401 of MORT&H Specification Vth Revision
13.46
20813
1546.34
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Dismantling the Brick Masonry in CM including cleaning away and carefully stacking useful materials including all labour and other incidental charges etc complete as per morth V revision 202
223.3
32780
146.8
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Box Culvert at Km 3/2 - 4/0 for approach road & Diversion road Dismantling of existing Rubble stone in cement mortor including T&P and scaffolding whenever necessary, sorting the dismantled material including all labour and other incidental charges etc complete as per morth V revision 202
25.92
3805
146.8
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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water, shoring, strutting, walling & forming protective bunds, wherever necessary etc., complete as per relevant standard specification for dressing the bed upto sill level as per clause 301 of MORTH Vth Revision
68.65
4366
63.6
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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water, shoring, strutting, walling & forming protective bunds, wherever necessary etc., complete as per relevant standard specification for foundation of Box culvert & Body wall as per clause 301 of MORTH Vth Revision at Km 5/0-6/0
306.93
39041
127.2
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Filling with clean good river sand including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density and all incidental charges etc., complete for below foundation as per Cl 2200 of MORT&H specification (V Revision)
54.16
43117
796.12
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Vibrated Cement Concrete M15 nominal mix 1:2:4 using 40mm ISS size HBG metal including cost and coveyance of all materials to site including cost and labour for form work and centering labour charges for compacting curing and all other incidental charges baling out water etc complete for foundation of Box culvert & Body wall and as per MoRTH Specification .
118.92
560469
4713
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Vibrated Reinforced Cement Concrete M25 Design mix 1:1.5:3 using 20mm ISS size HBG metal including cost and coveyance of all materials to site including cost and labour for form work and centering labour charges for compacting curing and all other incidental charges baling out water etc complete for Box culvert and as per MoRTH Specification 1000, 1500, 1700 & 2100
192.66
1426647
7405
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Supply and Fabrication of Fe-500 steel required for all RCC items of works involved in the schedule including cost of steel at site, fabrication, labour charges for cleaning the roads straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and 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 cl 1500,1700 and 2100 of MORT & H, V Revision .
18.29
1214032
66395
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Vibrated cement concrete M.30 design mix using 25mm. 12mm. and 6mm. IRC size HBG metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for form work, labour charges for laying, compacting, curing including all incidental charges etc., complete for WEARING COAT 75mm. UNIFORM THICKNESS OVER DECK SLAB of MORT & H, V Revision
9.67
45110
4665
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Vibrated Cement Concrete M15 grade using 40mm. ISS HBG metal including cost and conveyance of all materials to site, including cost of form work and centering, labour charges for mixing, laying, compacting, working in depth including hire and fuel charges for all tools and plants engaged, finishing and curing, tools and plants and other incidental charges such as baling of water wherever necessary for per cl 1500,1700 & 2100 of MORT&H specification (Vth Revision) Substructure of Box culvert and Parpet
66.66
457420
6862
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Providing and fixing 100mm. dia AC seepage pipes of required length for abutment and wing, retaining wall including cost and conveyance of all materials to work site, cost and labour for semi spherical back fill arrangements with 100mm. size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specification as cl 2700 of MORT & H, V Revision
48
9600
200
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GRAVEL FILLING BEHIND THE ABUTMENTS AND WINGS with clean good gritty gravel including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc. complete.
219.48
83505
380.47
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Vibrated Cement concrete M.10 grade (nominal mix 1:3:6) using 40mm. ISS size HBG metal including cost and conveyance of all materials to site, cost and labour charges for form work and centering, labour charges for laying, compacting, curing and all incidental charges etc., complete for BASE COURSE below approch slab as per cl 1000, 1500, 1600, 1700 of MORT & H, V Revision
12.6
49691
3943.77
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Vibrated Reinforced Cement Concrete M.25 (Design Mix) using crusher ISS, HBG graded metal of 20mm and below including cost and conveyance of all materials to site, cost and fabrication of steel, cost and labour charges for formwork, centering, labour charges for laying compacting curing, including all incidental charges etc., complete for APPROACH SLAB as cl 1000, 1500, 1600, 1700, 2704 of MORT & H, V Revision
25.2
168184
6674
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Formation of embankment including removal and satisfactory with approved materials with all leads and lift, transporting to sites, spreading grading to required slop and compacted to meet requirement of table 300 - 2 as per clause 305 of MORT&H specification V revision including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., as per for Approach road MORTH Specification (V Revision)
668.26
96784
144.83
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Construction of Granular sub base by providing close graded materials (Grading V) spreading uniform layers with motor grader on prepared sub-grade mixing by plant method with Rotaveter in accordance with the requirements of the specification (with CBR not Less than 30), according to lines, grades and cross section shown in the drawing or as directed by the Engineer in-charge as per 401 of MORT&H Specification Vth Revision for Approach road
423.23
654457
1546.34
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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 for Approach road as per clause 406 of MORTH Vth Revision Specification
556.88
965596
1733.94
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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 for Approach road of MORTH Vth Revision Specification over WMM
2227.5
127836
57.39
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Providing and laying of Tack Coat using (RS 1) emulsion bitumen at the rate of 2.5 KG. per ten square metre over the Primed surface preparatory to another bitumen construction over it as per clause 503 for Approach road MORT & H Specification (Vth Revision)
2227.5
23321
10.47
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Dense Graded Bituminous Macadam (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 Job Mix Formula 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 as per clause 501.6 and 501.7 to achieve the desired compaction for Approach road of MoRTH specification clause No.505 - Grading II
144.79
939164
6486.39
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Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction clause No. 507 for Approach road as per MORTH specification complete in all respects
66.83
495333
7411.85
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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water, shoring, strutting, walling & forming protective bunds, wherever necessary etc., complete as per relevant standard specification for Diversion road as per clause 301 of MORTH Vth Revision
583.48
37109
63.6
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Supply of NP3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 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 as per Cl.2900, 900 of MORTH specification (V Revision) Diversion road
22.5
58500
2600
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Laying and fixing of 1000mm dia NP2 Class RCC Pipes to trench with in 200 metres lowering into trench and laying to proper grade and alignment of RCC Pipes snd collars and cost of labour including joining with collars as directed by the departmental officers including all labour and other incidental charges etc., complete as per 2900 of MORT & H standard specification V revision Diversion road
22.5
1497
66.55
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Construction of Granular sub base by providing close graded materials (Grading V) spreading uniform layers with motor grader on prepared sub-grade mixing by plant method with Rotaveter in accordance with the requirements of the specification (with CBR not Less than 30), according to lines, grades and cross section shown in the drawing or as directed by the Engineer in-charge as per 401 MORT&H Specification Vth Revision for Diversion road
33.75
52188
1546.34
... More
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 of MORTH Vth Revision Specification for Diversion road
33.75
58520
1733.94
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Construction of Drain at Km 0/6
Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with initial lead and lifts as per SS20B including cost of all labour ,materials tools, equipments and all other incidental charges and sheeting, shoring and bracing and their sebsequent removal other deletorious matter and obstructions, trimming of bottom of excavation, back filling and disposal of all surplus materials etc complete as per standard specification for foundation and as per MoRTH Specification 2100, 2903 & 304
45
5724
127.2
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Filling with clean good river sand including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density and all incidental charges etc., complete for below foundation as per Cl 2200 of MORT&H specification (V Revision)
6.75
5260
779.38
... More
Vibrated Cement Concrete M15 nominal mix 1:2:4 using 40mm ISS size HBG metal including cost and coveyance of all materials to site including cost and labour for form work and centering labour charges for compacting curing and all other incidental charges baling out water etc complete for Drain and as per MoRTH Specification 1000, 1500, 1700 & 2100.
29.25
136451
4665
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Vibrated Reinforced Cement Concrete M25 (Design mix 1:1.5:3) using 20mm ISS size HBG metal including cost and coveyance of all materials to site including cost and labour for form work and centering labour charges for compacting curing and all other incidental charges baling out water etc complete for Cover slab for drain and as per MoRTH Specification 1000, 1500, 1700 & 2100
3.75
23058
6149
... More
Supply and Fabrication of Fe-500 steel required for all RCC items of works involved in the schedule including cost of steel at site, fabrication, labour charges for cleaning the roads straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and 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 cl 1500,1700 and 2100 of MORT & H, V Revision .
0.5
33197
66395
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GST Amount for providing Service to Government Contract Works for the above Construction for 12%
3901288.18
3901288
1
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