Ministry Of Road Transport And Highways Tender
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Ministry Of Road Transport And Highways - MORTH Tender
Eprocure
Opening Date8 Dec 2018
Closing Date9 Jan 2019
Tender Amount₹ 35,10,00,000
Costs
EMD
₹ 17,65,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_MoRTH_416770_1Bid Award Id
ViewTender No
Tender Notice No. 16 /2018/DO dated. 06.12.2018Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
Strengthening of Kodavasal - Koradachery - Lakshmangudi - Mavoor road Km.3/6 - 12/6, 17/6 - 35/6 including Construction of Retaining wall and Box Culverts (MDR609)
BOQ Items
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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 as per clause 406 of MORTH Vth Revision Specification
20811.82
-
2344.31
... More
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 of MORTH Vth Revision Specification over WMM
114961.75
-
63.11
... More
Providing and laying of Tack Coat using bitumen emulsion (RS-1) at the rate of 2.5 KG. per ten square metre over the existing BT surface preparatory to another bitumen construction over it as per clause 503 MORT & H Specification (Vth Revision)
114961.75
-
12.02
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Providing and laying of Tack Coat over concrete surface (treated with primer)using bitumen emulsion (RS-1) at the rate of 3.0 KG. per ten square metre over the existing BT surface preparatory to another bitumen construction over it as per clause 503 MORT & H Specification (Vth Revision)
123.5
-
13.69
... More
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 II
6538.41
-
8779.48
... More
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 (Gr.II)
3615.26
-
9410.63
... More
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 (Gr.I )
6.95
-
9072.94
... More
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).
68735.29
-
176.19
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RCC Pipe Culvert Km 4/2 ,4/6(i) 27/10,28/2
Dismantling the existing Brick Work 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
39.6
-
609
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Earth work excavation for foundation 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 MORT&H V revision standard specification 304
157.68
-
127.2
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Filling of M Sand from apporved river with an average lead including cost and conveyance of sand to worksite including all charges for filling in foundation watering tampering rammies etc for foundation etc complete.
17.85
-
1557.16
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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 Pipe Culvert and as per MoRTH Specification 1000, 1500, 1700 & 2100
10.76
-
5857.07
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Vibrated Cement Concrete M20 (Nominal 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 Body Wall and as per MoRTH Specification 1000, 1500, 1700 & 2100
97.99
-
7691.08
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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)
40
-
2470
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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
40
-
55.39
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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.
39.56
-
896.88
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Retaining Wall at Km 5/0-12/0,20/0-29/0
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
16455.7
-
127.2
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Vibrated Cement Concrete M.10 (1:3:6)(Nominal Mix) using 40mm 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 levelling course below theRetaining wall as per cl 1500,1700 & 2100 of MORT&H specification.
825.7
-
4249.32
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Vibrated Cement Concrete M20 (Nominal mix) 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 Retaining Wall ( Below sill level ) and as per MoRTH Specification 1000, 1500, 1700 & 2100
1822.38
-
7479.21
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Vibrated Cement Concrete M20 (Nominal mix ) 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 foundation of Retaining Wall ( below sill level) and as per MoRTH Specification
4298.2
-
7614.31
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Vibrated Cement Concrete M20 (Nominal 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 Retaining Wall ( above sill level ) and as per MoRTH Specification 1000, 1500, 1700 & 2100
1363.08
-
8503.64
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Vibrated Cement Concrete M25 (Design mix 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 Substructure of Retaining Wall (above sill level) and as per MoRTH Specification
3275.4
-
9476.83
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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 Substructure and as per MoRTH Specification .
263.76
-
8433.89
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Providing and fixing 100 mm dia PVC seepage pipes of required length for abutment and wing, retaing wall including cost and conveyance of all materials to work site, cost and labour for semi spherical back fil arrangements with 100 mm size broken granite stones at the periphery and labour charges for fixing etc complete to drain the back fil and as per MoRTH Specification 2700.
5765
-
95
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Refilling behind the Retaining wall with the excavated earth including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines and grades and cross sections shown in the drawings or as indicated by the Engineer.
16789.83
-
22.2
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Filling below and above and sides of pipes and berms with good US Carted Earth 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.
5169.33
-
176.19
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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.
481.44
-
66394.82
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BOX Culvet at Km 3/8,5/8,32/2,32/4 (i) 32/4(ii) Dismantling the cut stone slab upto 3.3 m height including cleaning away and carefully stacking useful materials including all labour and other incidental charges etc complete as per morth V revision 202 at km 3/8
9.9
-
609
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Dismantling the Brick work / Stone work 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 at Km 3/8,32/2,32/4(i) 34/4 (ii)
204.22
-
146.8
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Earth work excavation for foundation 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 MORT&H V revision standard specification 304 at Km 3/8,5/8,32/2,32/4(i) 34/4 (ii)
307.2
-
127.2
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Filling with M 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) at Km 3/8,5/8,32/2,32/4(i) 34/4 (ii)
74.87
-
1573.4
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Vibrated Cement Concrete M20 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 . at Km 3/8,32/2,32/4(i) 34/4 (ii)
81.93
-
5253.78
... More
Vibrated Cement Concrete M25 (Design mix mix 1:1.5:3) using 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 at Km 3/8,32/2,32/4(i) 34/4 (ii)
183.2
-
9369.16
... More
Supply and Fabrication of Fe-415 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 . at Km 3/8,32/2,32/4(i) 34/4 (ii)
14
-
66394.82
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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 Substructure of Box culvert & Parapet and as per MoRTH Specification . at Km 3/8,32/2,32/4(i) 34/4 (ii)
63.78
-
5252.93
... More
GRAVEL FILLING 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 for Retaining wall at Km 3/8,32/2,32/4(i) 34/4 (ii)
77
-
931.11
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Diversion Road
Earth Work Excavation including removal and satisfactory disposal of all materals necessary for the constrcution of road way and side drains in accordance with specifictions and the lines grades and cross sections shown in the drawings or as indicated by the Engineer for carted earth with a lead of 1 Km for formation of Diversion road.
5120.25
-
95.42
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Providing, laying, spreading and compacting well graded material on prepared sub grade in accordance with the reqirements of the specifications. The material shall be laid in one or more layers as sub base or lower sub base and upper sub base as necessary according to line. grades and cross sections shown in the drawings or as directed by the Engineer using Gravel with power Roller Rolling for sub grade for Gravel Diversion Road
495
-
931.11
... More
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)
37.5
-
2470
... More
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
37.5
-
55.39
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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
247.5
-
2081.26
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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 as per clause 406 of MORTH Vth Revision Specification
247.5
-
2344.31
... More
GST Amount for providing Service to Government Contract Works for the above Construction for 12%
-
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1
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