Ministry Of Road Transport And Highways Tender
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Ministry Of Road Transport And Highways - MORTH Tender
Eprocure
Opening Date18 Aug 2018
Closing Date4 Oct 2018
Tender Amount₹ 18,54,50,000
Costs
EMD
₹ 9,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_MoRTH_373819_1Bid Award Id
ViewTender No
TNNo15/HDO/NH/1819/Dt16.8.18(1Tender 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
54509
3136447
57.54
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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
54509
573979
10.53
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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
93907
1370103
14.59
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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 II
7888.3
53999357
6845.5
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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
5936.64
43549113
7335.65
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Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification.
6885
104927
15.24
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Widening of Single row pipe culvert at Km 20/4, 26/8, 27/2, 29/2, 34/2, 34/4 , 35/10, 36/4, 36/6, 36/10 & 37/6 and Two row pipe culvert 21/8, 22/6, 25/10 , 26/2 & 35/2 and New Constrution of Two row pipe culvert at Km 19/8 of Erode - Perundurai - Kangeyam Road.
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-
-
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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with intial lead and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam wherever necessary for dressing the bed below sill level etc., complete for foundation as per SS 20B MORT & H 2903
303.48
38845
128
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Vibrated cement concrete M15, 1:2:4 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site., complying to the required standard and specifications including labour for formwork, laying, watering, curing and compacting vibrator charges and all other incidental charges etc., complete for cradle portion concrete below Foundation. MORT & H 2900, 2908 Below sill level
270.23
1538149
5692
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Vibrated cement concrete M15, 1:2:4 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site., complying to the required standard and specifications including labour for formwork, laying, watering, curing and compacting vibrator charges and all other incidental charges etc., complete for cradle portion concrete below and on sides of pipe and parapet wall. MORT & H 2900, 2908 Above sill level
256.28
1819588
7100
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Supply of 300mm Dia RCC Pipes supplied by the contractor at his own cost specified below conforming to IS 458/4989.Cost of pipe as a finished work including all other incidental charges testing charges including loading unloading etc complete
10
14500
1450
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Supply of 600mm Dia RCC Pipes supplied by the contractor at his own cost specified below conforming to IS 458/4989.Cost of pipe as a finished work including all other incidental charges testing charges including loading unloading etc complete
10
26000
2600
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Supply of 1000mm Dia RCC Pipes supplied by the contractor at his own cost specified below conforming to IS 458/4989.Cost of pipe as a finished work including all other incidental charges testing charges including loading unloading etc complete
105
273000
2600
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Hoisting and fixing of pipes to proper gradient including all other incidental chargesd etc complete
125
3593
28.75
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Filling with clean gritty gravel around the pipes including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete .
544.41
136102
250
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Construction of P.C.C Retaining wall 4m & 5m Height
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-
-
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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with intial lead and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam wherever necessary for dressing the bed below sill level etc., complete for foundation as per SS 20B MORT & H 2903
-
-
-
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Km 34/10 (R/S) -4m Height
361.8
46310
128
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35/2 (L/S & R/S) -4m Height
442.2
56601
128
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34/2 (L/S & R/S) -5m Height
432
55296
128
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Km 35/6 (R/S) -5m Height
288
36864
128
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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 (Below sill level)
-
-
-
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Km 34/10 (R/S) -4m Height
289.71
1408570
4862
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35/2 (L/S & R/S) -4m Height
354.09
1734332
4898
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34/2 (L/S & R/S) -5m Height
355.14
1699344
4785
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Km 35/6 (R/S) -5m Height
215.76
1042552
4832
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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 (Above sill level)
-
-
-
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Km 34/10 (R/S) -4m Height
311.79
1769720
5676
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35/2 (L/S & R/S) -4m Height
381.01
2175948
5711
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34/2 (L/S & R/S) -5m Height
489.85
2680459
5472
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Km 35/6 (R/S) -5m Height
326.38
1787256
5476
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Providing weep holes in brick masonry/plain/reinforced concrete abutments,wing walls/return walls with 100mm dia PVC pipe,extending through the full width of the structure with slope of a V:20H towards drawing face, complete as per drawing and technical specifications,MORT&H specifications
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-
-
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Km 34/10 (R/S) -4m Height
270
47250
175
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35/2 (L/S & R/S) -4m Height
220
38500
175
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34/2 (L/S & R/S) -5m Height
270
47250
175
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Km 35/6 (R/S) -5m Height
180
31500
175
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Filling behind Abutments and Returns as per Appendix 6 of IRC: 78 -2000 with clean gritty free draining material including cost and draining material having Phi value more than 35° conveyance of material to worksite , laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with all leads for water and all other incidental charges, etc., complete
-
-
-
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Km 34/10 (R/S) -4m Height
529.2
132300
250
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35/2 (L/S & R/S) -4m Height
646.8
161700
250
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34/2 (L/S & R/S) -5m Height
718.2
179550
250
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Km 35/6 (R/S) -5m Height
478.8
119700
250
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Parapet Wall over Stone pitching at Km 33/8 -34/2
-
-
-
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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with intial lead and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam wherever necessary for dressing the bed below sill level etc., complete for foundation as per SS 20B MORT & H 2903
52.5
6720
128
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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 (Below sill level)
111.88
751050
6713
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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 (Above sill level)
93.94
736677
7842
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Add 12% for GST
1
19868362
19868362
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