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 Date8 Jan 2019
Tender Amount₹ 17,47,60,000
Costs
EMD
₹ 8,90,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_MoRTH_416001_1Bid Award Id
ViewTender No
TNNo24/HDO/NH/18-19/Dt6.12.18Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
-
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Documents
BOQ Items
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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 of MORTH Specification over WMM
47097.3
2980788
63.29
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Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer
47097.3
568935
12.08
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Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification - over bituminous surfaces
62002.6
982121
15.84
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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, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading I
3767.78
28488448
7561.07
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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
3100.13
25187192
8124.56
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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 as per clause No. 507 of MORTH Specification complete in all respects - Grading II
4364
38381074
8794.93
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Providing road shoulder using Box cut earth including labour for laying breading clods spreading in layers of required thick, sectioning and including all other incidental charges such as stacking for premeasurement etc for making up berms
2351.52
38494
16.37
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Precast vibrated Reinforced cement concrete of 1:1.5:3 ( M20 Nominal mix ) using 20 mm & 12 mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost and fabrication of steel & including labour charges for mixing, transporting, laying and curing concrete, soft water, hire charges for tools and plants including erection and fixing 50 mm dia PVC pipes fixing centre median in the road using crane and painting two coats and all other incidental charges etc., complete as per relevant standard specification, for centre median
2950
16553069
5611.21
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Provision for widening two row pipe culverts @ km 7/8,8/10,10/4 and retaining wall @ km 11/8
-
-
-
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Dismantling of Existing PCC parapets on both sides and disposal off including labour charges etc.,
5.67
1428
252
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Earth work excavation in foundation trenches including all shoring and strutting where required including dressing of bottom&sides of trenches,stacking the excavated soil clear from the edge of the excavation and subsequent filling around hume pipes/foundation with either excavated materials or borrow soil as necessary in 15cm layers with compaction including disposal of all surplus soil,necessary safety precautions and traffic management measures as per clause 304&2903 of MORT&H Technical specifications and as directed by engineer,with all leads and lifts for RETAINING WALL & Two Row pipe Culvert
336.01
21370
63.6
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Vibrated cement concrete of grade M15 (nominal mix 1:2:4) 40mm HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, softwork,labour charges for mixing , transpoting , laying and curing concrete working at depths,tools and plants and incidental charges such as maintaining of protective bunds,coffer dams for foundation of RETAINING WALL as per MORTH specifications. For PCC
81
351500
4339.51
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Vibrated cement concrete of grade M15 (nominal mix 1:2:4) 40mm HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, softwork,labour charges for mixing , transpoting , laying and curing concrete working at depths,tools and plants and incidental charges such as maintaining of protective bunds,coffer dams for below sill level as per MORTH specifications.
221.04
1145391
5181.83
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Vibrated cement concrete of grade M15 (nominal mix 1:2:4) 40mm HBG metal including cost and conveyance of all materialsto site and cement at site including cost of form work, softwork, labour charges for mixing , transporting , laying and curing concrete working at depths,tools and plants and incidental charges such as maintaining of protective bunds,coffer dams shoring,strutting etc complete as per relevent standard specification for substructure FOR above sill level.
273.98
1831172
6683.6
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Providing and fixing seepage pipes of 100mm dia of requuired lengths for abutments and wings including cost and conveyance of all materials to work sitre, cost and labour for 900mm dia semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the back fill
270
27000
100
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Supplying of 1000 mm diameter RCC NP4 class pipes of standard lengths and suitable collors including cost and conveyance of the same to site including loading , unloading etc., complete
30
78000
2600
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Fixing of1000 mm diameter RCC NP4 class pipes of standard lengths and suitable collors including loading , unloading etc., complete
30
1632
54.42
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Stone dust filling behind the Abutments and Wings with clean good Stone dust 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.
48.95
10252
209.44
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Add 12% for GST
1
18723765
18723765
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