Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date12 Jul 2024
Closing Date22 Jul 2024
Tender Amount₹ 5,89,65,744
Costs
EMD
₹ 3,04,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMAH_135392_1Bid Award Id
ViewTender No
MH20133Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (A) For Abutment
304.98
44728
146.66
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (B) For Pier
569.08
401423
705.39
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (C) For Return Wall
143.67
9752
67.88
Filling annular space around footing in rock as per technical specification Clause 1203.4.3. P.C.C grade M 15 Nominal mix 1:2.5:5
267.72
1566386
5850.84
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203_P.C.C grade M 15
112.15
646095
5760.99
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC Grade M -25
615.6
4397994
7144.24
Filler Joints_Providing Tar paper bearing of approved quality in proper size etc. complete
43.94
4082
92.92
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 III) R.C.C. Grade M 30
538.01
4812031
8944.13
Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with R.C.C. M40 Grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25mm dia, 450mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and
155.34
855249
5505.66
Drainage spouts complete as per drawing and technical specifications Clause 1209
28
44203
1578.71
Filler Joints_II) A) Expansion joint with 25 mm thick bituminous pad
58.41
49850
853.45
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
3.73
234214
62792.09
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
99.01
6245032
63074.77
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
33.44
2172852
64977.65
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
48
8788
183.09
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing
223
468485
2100.83
Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum
71.37
90558
1268.86
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
18.6
26206
1408.96
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Tech
3231.24
1230650
380.86
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement morta
60
428397
7139.95
Providing and laying Bituminious Macadam using crushed aggregate of Grading 1, premixed with bituminious binder, transported at site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired density for 80/100 mm compacted thickness with Drum Mix type hot mix plant with SCADA, having complying essential features of hot mix plant as per IRC 27:2009specified conditions and attachments such as electronic loadsensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder, built in dust controller system and PLC for Drum Mix plant, Sensor Paver and Vibratory Roller excluding prime/Tack coat etc. complete with VG-30 grade Bitumen of dose 3.30 percent.
29.12
189156
6495.75
Providing and laying bituminous concrete using crushed aggregates of Grading-1, premixed with bituminous binder at 5.20 percent by weight of total mix and filler, transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction for 50 mm compacted thickness
with VG-30 Bitumen, excluding prime/ tack coat. Using Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory Roller with Stone Dust filler.
14.56
145393
9985.79
Providing and laying 6 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 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 degree celcius , protruding 1 mm to 4 mm over mastic surface as per clause 515 etc. complete..
582.52
207685
356.53
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
586.02
4316822
7366.34
Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requ
270.19
16424
60.79
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
118
8494
71.99
Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method wi
136.09
292831
2151.75
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including
spreading in uniform thickness, hand packing, rolling with three wheel 80- 100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405
54.82
122495
2234.51
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including
spreading in uniform thickness, hand packing, rolling with three wheel 80- 100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405
54.82
126304
2303.98
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. By Mechanical Means
731.25
102616
140.33
Providing and laying seal coat sealing the voids in a bituminous surface laid to the
specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510, By Mechanical Means, Case - I : Type A, II) Bitumen (S-65).
731.25
50836
69.52
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion
distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
731.25
10647
14.56
Road marking with Hot Applied Thermoplastic Compound with refloctorizing Glass Beads on Bituminous surface -Provided and laying of hot applied thermoplastic compound 2.5mm thick including efloctorizing Glass Beads @ 250 gms area thickness of 2.5 mm in
52.5
33140
631.25
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means
as per Technical Specification Clause 502
731.25
51136
69.93
Citizen/Maintenance Information Board MMGSY/PMGSYCitizen'sinformationBoard-Providing and fixing of typical PMGSY RetroReflectiveinformationboardasperaspersection1700ofMORDspecificationsandlatestPMGSYSignageManual/Circularanddrawing.TwoACP(AluminumCompositePan
1
28685
28685
MMGSY/PMGSY Maintenance Information Board - Providing and fixing of typical
MMGSY/PMGSY Retro-Reflective information board as per section 1700 of MORD specifications and latest PMGSY Signage Manual/Circular and drawing.The ACP sheets of 3mm thick, of 1500mm x 900mm size duly rivetted with MS angles of 25x25x5mm thick M.S. angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of the plate will be welded to two nos. 75mm x 75mm (12SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embedded in cement concrete M15
grade block of 600x600x750mm below
ground level. The height of the bottom of the plate will be 775mm from normal ground level. MMGSY/PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A/Class-B grade as per the latest MORD sectionRetroReflectiveinformationboardasperaspersection1700ofMORDspecificationsandlatestPMGSYSignageManual/Circularanddrawing.TwoACP(AluminumCompositePan
1
18382
18382
Providing & fixing Hazard markers board in rectangular shape of size 0.30x0.90m made out of 16 guage (1.60mm) thick M.S.sheet with angle frame 25X25X5 mm for pannel ,black non reflective opaque back ground and yellow oblique engineering grade reflective b
2
2114
1057.45
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out ofretro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & TypeIV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP A) 900 mm equilateral triangle
2
9487
4743.97
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out ofretro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & TypeIV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP B) 600 mm equilateral triangle
2
7714
3857.19
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out ofretro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & TypeIV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP C) 600 mm Circular
2
8835
4417.74
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, 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
1
14907
14907.33
STANDARD METAL DELINEATOR Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not le
70
105979
1513.99
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as
196.87
73097
371.3
Construction of Minor Bridge on MRL-17 - MSH-12 (Shashtrinagar) to Vadgaon - Sinner to MDR-52 (Dubere) - Maliwasti to Krishnanagar, (VR-219, VR-172) at K.M. 1/800, Taluka - Sinner, District - Nashik Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
1065.79
573032
537.66
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
776.23
521704
672.1
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
142.05
136666
962.1
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (A) For Abutment
379.52
55660
146.66
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (B) For Pier
294.67
207857
705.39
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (C) For Return Wall
153.55
10422
67.88
Filling annular space around footing in rock as per technical specification Clause 1203.4.3. P.C.C grade M 15 Nominal mix 1:2.5:5
9.94
55825
5616.2
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203_P.C.C grade M 15
70.45
389331
5526.35
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC Grade M -25
697.52
4799460
6880.75
Filler Joints_Providing Tar paper bearing of approved quality in proper size etc. complete
42.93
3988
92.9
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 III) R.C.C. Grade M 30
294.01
2550977
8676.5
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
28.12
339068
12057.9
Providing and laying in situ M-30 R.C.C. of trap /granite /quartzite /gneiss metal for RCC work, of per/cum ballast walls, kerbs, box returns with reversible Drum Type mixer. With natural sand etc. including scaffolding, compaction, formwork finishing and curing complete. (excluding reinforcement)
5.62
47907
8524.5
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.5 m interval and three rows of 50 mm dia G. I. pipes including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2
115.82
194496
1679.3
Drainage spouts complete as per drawing and technical specifications Clause 1209
20
31574
1578.7
Filler Joints_II) A) Expansion joint with 25 mm thick bituminous pad
27.62
23572
853.45
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
2.47
154654
62613.15
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
26.99
1697558
62895.85
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
20.04
1298566
64798.75
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
40
7324
183.1
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing
166.55
320925
1926.9
Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum
58.13
75653
1301.45
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
70.77
104201
1472.4
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Tech
1264.77
481687
380.85
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement morta
45
321297
7139.95
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
345.42
2453466
7102.85
Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requ
924
56179
60.8
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
168
12096
72
Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method wi
378.2
741839
1961.5
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including
spreading in uniform thickness, hand packing, rolling with three wheel 80- 100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405
154.43
317786
2057.8
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including
spreading in uniform thickness, hand packing, rolling with three wheel 80- 100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405
128.18
272767
2128
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. By Mechanical Means
1709.34
287938
168.45
Providing and laying seal coat sealing the voids in a bituminous surface laid to the
specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510, By Mechanical Means, Case - I : Type A, II) Bitumen (S-65).
1709.34
132815
77.7
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion
distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
1709.34
23332
13.65
Road marking with Hot Applied Thermoplastic Compound with refloctorizing Glass Beads on Bituminous surface -Provided and laying of hot applied thermoplastic compound 2.5mm thick including efloctorizing Glass Beads @ 250 gms area thickness of 2.5 mm in
58.5
36928
631.25
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means
as per Technical Specification Clause 502
1709.34
117688
68.85
Citizen/Maintenance Information Board MMGSY/PMGSYCitizen'sinformationBoard-Providing and fixing of typical PMGSY RetroReflectiveinformationboardasperaspersection1700ofMORDspecificationsandlatestPMGSYSignageManual/Circularanddrawing.TwoACP(AluminumCompositePan
1
28685
28685
MMGSY/PMGSY Maintenance Information Board - Providing and fixing of typical
MMGSY/PMGSY Retro-Reflective information board as per section 1700 of MORD specifications and latest PMGSY Signage Manual/Circular and drawing.The ACP sheets of 3mm thick, of 1500mm x 900mm size duly rivetted with MS angles of 25x25x5mm thick M.S. angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of the plate will be welded to two nos. 75mm x 75mm (12SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embedded in cement concrete M15
grade block of 600x600x750mm below
ground level. The height of the bottom of the plate will be 775mm from normal ground level. MMGSY/PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A/Class-B grade as per the latest MORD sectionRetroReflectiveinformationboardasperaspersection1700ofMORDspecificationsandlatestPMGSYSignageManual/Circularanddrawing.TwoACP(AluminumCompositePan
1
18382
18382
Providing & fixing Hazard markers board in rectangular shape of size 0.30x0.90m made out of 16 guage (1.60mm) thick M.S.sheet with angle frame 25X25X5 mm for pannel ,black non reflective opaque back ground and yellow oblique engineering grade reflective b
2
2114
1057.45
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out ofretro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & TypeIV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP A) 900 mm equilateral triangle
1
4743
4743.97
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out ofretro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & TypeIV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP B) 600 mm equilateral triangle
1
3857
3857.19
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out ofretro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & TypeIV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP C) 600 mm Circular
1
4417
4417.74
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, 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
1
14907
14907.35
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997.
116
58696
506
STANDARD METAL DELINEATOR Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not le
10
15140
1514
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as
208.12
77274
371.3
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 m as per Technical Specification Clause 202.
307.02
236543
770.45
Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
19.68
34931
1774.95
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
170
80206
471.8
Construction of Minor Bridge on TR-07 - Vilholi-Bajarangwadi Belgaondhaga Marg, (VR-104, VR-80) at K.M. 0/715, Taluka - Nashik, District - Nashik. Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
237.38
127629
537.66
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
263.01
176763
672.08
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
97.16
93478
962.11
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (A) For Abutment
184.56
27067
146.66
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (B) For Pier
53.79
37942
705.38
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (C) For Return Wall
84.24
5718
67.88
Filling annular space around footing in rock as per technical specification Clause 1203.4.3. P.C.C grade M 15 Nominal mix 1:2.5:5
43.77
234996
5368.9
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203_P.C.C grade M 15
23.37
123371
5279.05
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
228.09
1518404
6657.04
Filler Joints_Providing Tar paper bearing of approved quality in proper size etc. complete
21.45
1993
92.92
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 III) R.C.C. Grade M 30
124.98
1050930
8408.79
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
11.64
137237
11790.2
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.5 m interval and three rows of 50 mm dia G. I. pipes including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2
49.72
83495
1679.31
Providing and laying in situ M-30 R.C.C. of trap /granite /quartzite /gneiss metal for RCC work, of per/cum ballast walls, kerbs, box returns with reversible Drum Type mixer. With natural sand etc. including scaffolding, compaction, formwork finishing and curing complete. (excluding reinforcement)
2.92
24443
8371.16
Drainage spouts complete as per drawing and technical specifications Clause 1209
10
15787
1578.71
Filler Joints_II) A) Expansion joint with 25 mm thick bituminous pad
15.63
13339
853.45
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
1.24
77624
62600.39
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
7.54
474138
62883.07
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
7.73
500795
64785.95
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
20
3661
183.09
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing
73.54
126352
1718.15
Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum
36.8
45973
1249.29
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
7.79
10679
1370.91
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Tech
740.19
281908
380.86
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement morta
60
428397
7139.95
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
74.25
507605
6836.44
Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requ
1053.88
64065
60.79
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
114
8206
71.99
Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method wi
153.76
266496
1733.2
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including
spreading in uniform thickness, hand packing, rolling with three wheel 80- 100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405
76.87
138626
1803.39
Providing and laying White Topping/Short Paneled Concrete as per IRC-SP 76-2015 (Existingsurface preparation to be done fi necessary either by milling or leveling coursewith DLC to correct surface profile and to be paid separately) with un reinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portland Pozzolana Cement IS-1489 at 425kg/cum, coarse aggregate, fine aggregate(VSI) and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting cum maximum water cement ratio to 0.40, transported to site, laid with fixed form/ slip form paver finisher (preferably with slip form paver finisher), spread, vibrated, compacted and finished Labour Rate (Rs.) 6937.14 in a continuous operation to the lines and grades as per drawing, texture finishing of surface
136.03
995740
7320.01
Road marking with Hot Applied Thermoplastic Compound with refloctorizing Glass Beads on Bituminous surface -Provided and laying of hot applied thermoplastic compound 2.5mm thick including efloctorizing Glass Beads @ 250 gms area thickness of 2.5 mm in
26.4
16665
631.25
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and sh
352
178115
506.01
Providing & fixing Hazard markers board in rectangular shape of size 0.30x0.90m made out of 16 guage (1.60mm) thick M.S.sheet with angle frame 25X25X5 mm for pannel ,black non reflective opaque back ground and yellow oblique engineering grade reflective b
2
2114
1057.47
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out ofretro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & TypeIV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP A) 900 mm equilateral triangle
2
9487
4743.97
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out ofretro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & TypeIV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP B) 600 mm equilateral triangle
2
7714
3857.19
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out ofretro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & TypeIV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP C) 600 mm Circular
2
8835
4417.74
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, 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
1
14907
14907.33
STANDARD METAL DELINEATOR Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not le
10
15139
1513.99
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as
77.62
28820
371.3
Citizen/Maintenance Information Board MMGSY/PMGSYCitizen'sinformationBoard-Providing and fixing of typical PMGSY RetroReflectiveinformationboardasperaspersection1700ofMORDspecificationsandlatestPMGSYSignageManual/Circularanddrawing.TwoACP(AluminumCompositePan
1
28685
28685.01
MMGSY/PMGSY Maintenance Information Board - Providing and fixing of typical
MMGSY/PMGSY Retro-Reflective information board as per section 1700 of MORD specifications and latest PMGSY Signage Manual/Circular and drawing.The ACP sheets of 3mm thick, of 1500mm x 900mm size duly rivetted with MS angles of 25x25x5mm thick M.S. angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of the plate will be welded to two nos. 75mm x 75mm (12SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embedded in cement concrete M15
grade block of 600x600x750mm below
ground level. The height of the bottom of the plate will be 775mm from normal ground level. MMGSY/PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A/Class-B grade as per the latest MORD sectionRetroReflectiveinformationboardasperaspersection1700ofMORDspecificationsandlatestPMGSYSignageManual/Circularanddrawing.TwoACP(AluminumCompositePan
1
18382
18382
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
60
28307
471.79
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 m as per Technical Specification Clause 202.
42
32358
770.44
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