Ministry Of Road Transport And Highways Tender
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Ministry Of Road Transport And Highways - MORTH Tender
Eprocure
Opening Date10 Dec 2018
Closing Date10 Jan 2019
Tender Amount₹ 17,10,10,000
Costs
EMD
₹ 8,66,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_MoRTH_416868_1Bid Award Id
ViewTender No
Tender Notice No. 17 /2018/DO dated. 07.12.2018Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
Widening from DL to ML and Strengthening at km 1/0-3/0, 3/6-4/0,5/0-8/0, 8/4-12/0 and 13/6-17/0 of Thanichiyam-Seevagapatti road (via) Alanganallur-Vavidamaruthur road including CD Works.(MD 944)
BOQ Items
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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
6078.17
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1338.15
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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
13957.24
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1634.13
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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 of MORTH Vth Revision Specification over WMM
71965.2
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63.29
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Providing and laying of Tack Coat using bitumen emulsion (RS-1) 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)
71965.2
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12.08
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Providing and laying of Tack Coat existing BT Surface bitumen emulsion (RS-1) at the rate of 2.0 KG. per ten square metre over the BT surface preparatory to another bitumen construction over it as per clause 503 MORT & H Specification (Vth Revision)
42680.4
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15.84
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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 (Gr.II)
6546.67
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8048.2
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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
4253.63
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8707.13
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Formation of embankment using excavated carted earth including spreading and compacting with power roller rolling including all labour charges and all other charges as per cl 301 MORT&H specification (V Revision).
4081.04
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16.37
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Retaining Wall at Km 13/6-13/8, 14/2-14/4, 15/2-15/4, 16/4-16/6
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 at km 13/6-13/8
94.5
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63.6
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at km 14/2-14/4
94.5
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63.6
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at km 15/2-15/4
94.5
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63.6
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at km 16/4-16/6
94.5
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63.6
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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 Abutment wing and pier ( Below Sill level) and as per MoRTH Specification .
at km 13/6-13/8
58.5
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4467.77
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at km 14/2-14/4
58.5
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4467.77
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at km 15/2-15/4
58.5
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4456.66
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at km 16/4-16/6
58.5
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4445.55
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Providing and fixing 110mm. dia PVC 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 at km 13/6-13/8
93.6
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164.6
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at km 14/2-14/4
93.6
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164.6
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at km 15/2-15/4
93.6
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164.6
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at km 16/4-16/6
93.6
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164.6
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Providing and fixing 20 mm thick fibre board expansion joint in between Regular Interval (10m) over Retaining Wall as shown in the drawing including cost and conveyance of expansion joints, Labour etc., as per MoRTH Vth Rev. 2200 at km 13/6-13/8
6.9
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246.71
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at km 14/2-14/4
6.9
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246.71
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at km 15/2-15/4
6.9
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246.71
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at km 16/4-16/6
6.9
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246.71
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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 Retaining wall ( above Sill level) and as per MoRTH Specification .at km 13/6-13/8
112.7
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5861.91
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at km 14/2-14/4
112.7
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5861.91
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at km 15/2-15/4
112.7
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5850.8
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at km 16/4-16/6
112.7
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5839.69
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Earth filling behind the Retaining Wall with available cutting earth 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 and as per MoRTH Specification 304.at km 13/6-13/8
32.5
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11
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at km 14/2-14/4
32.5
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11
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at km 15/2-15/4
32.5
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11
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at km 16/4-16/6
32.5
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11
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R.C.C Retaining Wall at Km 5/500-5/8
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
1231.13
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63.6
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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 forLevelling Course and as per MoRTH Specification .
82.08
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4387.18
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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 Retaining wall ( below Sill level) and as per MoRTH Specification .
580.64
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6759.86
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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 Retaining wall ( Above Sill level) and as per MoRTH Specification .
927.08
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7531.29
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Providing and fixing 110mm. dia PVC 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
723
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164.6
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FILLING BEHIND THE ABUTMENTS AND WINGS with excavated earth 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
441
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22.2
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Providing and fixing 20 mm thick fibre board expansion joint in between Regular Interval (10m) over Retaining Wall as shown in the drawing including cost and conveyance of expansion joints, Labour etc., as per MoRTH Vth Rev. 2200
602.5
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246.71
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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
46.8
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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 PCC Broken Parapets .
27.56
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7041.86
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GST Amount for providing Service to Government Contract Works for the above Construction for 12%
18322440.06
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1
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