Road Construction Department Tender
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Costs
EMD
₹ 3,89,500Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_RCD_92624_1Bid Award Id
ViewTender No
RCD/PMGSY/JMU/01/2020-21Tender Authority
Road Construction Department ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
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R.C.C. grade M 35 in Open Foundation complete as per Dwg & Tech Specification.
12.97
-
50973.6
... More
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm)
102.05
-
7260.44
... More
Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
18.67
-
7418.85
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification
16.46
-
51113.87
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification
151200
-
0.7
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
26
-
108.73
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
175.97
-
1339
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
87.27
-
3470.97
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
156.87
-
8475.83
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
31.84
-
52169.31
... More
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
337.8
-
298.1
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
13.51
-
11719.16
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Mastic Asphalt (Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.)
90.08
-
3457.84
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Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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. 509 complete in all respects)
15
-
767.65
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Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)
8.54
-
6773.24
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Drainage Spouts complete as per drawing and Technical specification
17.85
-
9127.92
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
25.5
-
10255.71
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
99.09
-
16.33
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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
63.59
-
3905.85
... More
White Washing of Parapet Walls
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning, scapping, etc. as pre technical specification Clause 1915
31.8
-
3628.76
... More
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
0.49
-
49448.88
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
145
-
459.26
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Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)
58
-
329
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Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)
3695.36
-
265.15
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Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)
1389.96
-
304.35
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Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5
636.48
-
4121.8
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Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
534.3
-
4162.79
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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
2137.2
-
32.75
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Wet Mix Macadam (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.)
4274.4
-
12.19
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Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
106.86
-
9710
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
53.44
-
11407
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. 1.5mm thick of aluminium sheeting fixed with encapsulated lens type retro-reflective sheeting, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
(i) 90 CM (i) 90 CM
2
-
4788.21
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(ii) PMGSY LOGO
1
-
20063.38
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(iii) Providing & Fixing of LOGO of "Citizen Information Board"
1
-
20063.38
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Add 12% GST
16842598
-
0.12
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Add 1% Labour Cess
16842598
-
0.01
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Seigniorage Cost
1
-
150526.44
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1 st year maintenance cost
0.31
-
86882.72
... More
2nd year maintenance cost
0.31
-
166773.62
... More
3rd year maintenance cost
0.31
-
136756.03
... More
4th year maintenance cost
0.31
-
202502.64
... More
5th year maintenance cost
0.31
-
172485.05
... More
Add 12% GST
238804
-
0.12
... More
Add 1% Labour Cess
238804
-
0.01
... More
Seigniorage Cost
1
-
3985.36
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