Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Civil Works Others
Eprocure
Opening Date12 Jul 2024
Closing Date22 Jul 2024
Tender Amount₹ 10,68,61,808
Costs
EMD
₹ 5,60,000Document Cost
₹ 29,500Tender Fee
Refer Documents
Summary
2) Construction Of Major Bridge On 3) Construction Of Major Bridge On Mrl01 - Odr-54 To Boripada - Rayate (vr-124) At K.m. 4/230
Description
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Contact
Tender Id
2024_CEMAH_135393_1Bid Award Id
ViewTender No
MH20134Tender 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
221.32
32456
146.65
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
487.41
343814
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
82.96
5631
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
60.32
383013
6349.69
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
53.51
334964
6259.84
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
805.73
6173873
7662.46
Filler Joints_Providing Tar paper bearing of approved quality in proper size etc. complete
64.62
6003
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
483.15
4570420
9459.63
Providing and laying in situ M-30 R.C.C. of trap /granite /quartzite /gneiss metal for RCC work, of ballast walls, kerbs, box returns with reversible Drum Type mixer. With natural sand etc. including scaffolding, compaction, formwork finishing and cur
8.56
80157
9364.22
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing an
150.52
252769
1679.31
Drainage spouts complete as per drawing and technical specifications Clause 1209
30
47361
1578.71
Filler Joints_II) A) Expansion joint with 25 mm thick bituminous pad
52.11
44473
853.45
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
4.44
278229
62664.29
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
16.98
1068839
62946.97
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
29.94
1941604
64849.85
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
21
3844
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
43.33
111128
2564.69
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
43.01
54573
1268.86
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
7.09
9989
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
2745.89
1045799
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
75
535496
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.
30.95
202375
6538.8
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.
15.47
155146
10028.84
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..
619.08
220720
356.53
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
107.38
846642
7884.55
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
228.15
13869
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
90
6479
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
257.09
683628
2659.1
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
149.9
411637
2746.08
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
69.03
194357
2815.55
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
920.72
135529
147.2
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).
920.72
67718
73.55
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.
920.72
12936
14.05
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
32.25
20357
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
920.72
64579
70.14
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
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
118.12
43857
371.3
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
90
45540
506.01
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.
315.07
242745
770.45
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.
39.6
19370
489.15
Construction of Major Bridge on MRL01 - ODR-54 to Boripada - Rayate, (MRL-01) (VR-124) at K.M. 3/290, Taluka - Trimbakeshwar, 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
1357.52
729884
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
1150.19
773019
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
312.38
301212
964.25
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
246.19
36103
146.65
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
431.09
304086
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
182.15
12364
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
50.51
320722
6349.69
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
162.68
1018350
6259.84
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
810.12
6207512
7662.46
Filler Joints_Providing Tar paper bearing of approved quality in proper size etc. complete
53.55
4974
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
375.77
3554645
9459.63
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
137.84
827234
6001.41
Drainage spouts complete as per drawing and technical specifications Clause 1209
26
41046
1578.7
Filler Joints_II) A) Expansion joint with 25 mm thick bituminous pad
41.35
35290
853.45
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
3.79
237497
62664.29
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
52.88
3328635
62946.97
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
23.25
1507759
64849.85
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
58
10619
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
239.41
614012
2564.69
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
65.1
82602
1268.85
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
512.06
721472
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
2117.99
806657
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.
25.84
168962
6538.8
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.
12.92
129572
10028.84
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..
516.9
184300
356.55
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
750.27
5915541
7884.55
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
408.14
24810
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
75.2
5413
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
341.66
908508
2659.1
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
171.07
469775
2746.1
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
94.94
267308
2815.55
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
1266.07
186378
147.21
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).
1266.07
93132
73.56
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.
1266.07
17775
14.04
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
82.29
51945
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
1266.07
88802
70.14
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
92
139288
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
42.75
15873
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.
361.5
278517
770.45
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.
36
17609
489.15
Construction of Major Bridge on MRL01 - ODR-54 to Boripada - Rayate (VR-124) at K.M. 4/230, Taluka - Trimbakeshwar, 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
1335.82
718203
537.65
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
1911.08
1284341
672.05
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
479.04
460884
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
1039.43
152432
146.65
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
425.93
300442
705.38
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
145.14
921595
6349.7
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
144.65
905487
6259.85
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
1506.94
12158670
8068.45
Providing and fixing neoprene bearing as per detailed drawings etc. complete.
388800
785376
2.02
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
684.2
6472258
9459.6
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5
9.75
62342
6394.1
Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with R.C.C. M 40 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
135
804471
5959.05
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing an
190.75
320326
1679.3
Drainage spouts complete as per drawing and technical specifications Clause 1209
48
75777
1578.7
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm to be installed by the manufacturer supplier to their authorized representative ensuring compliance to the manufacturers instruction for installation as per approved drawings and standard specifications etc.
76.5
1027238
13427.95
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
40.06
2510331
62664.3
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
114.17
7186653
62946.95
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
111.63
7239188
64849.85
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
150
27465
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
1039.58
2666210
2564.7
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
127.67
161994
1268.85
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
167.32
235745
1408.95
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
4795.2
1826251
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
60
428397
7139.95
Providing Lifting, transportation and placing activities of precast arch units and sockets from casting yard / RMC plant to construction site including all necessary lifting arrangements in hydraulic telescopic cranes of appropriate lifting capacity, transportation on flat bed trailer of required length, including lifting slings with D shackle, pulling ratchets, including ISMC 300 steel supporting cross beam, two numbers of P type 10 ton capacity chain pulley , including temporary supports for lifting and transporting on trailers, including construction of leveling platform crane and trailer, including scaffolding and platform at pier / abutment top level, including necessary all manpower., etc. complete., as directed by Engineer In Charge.
379.08
2145232
5659.05
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.
45
294246
6538.8
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.
22.5
224680
9985.79
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
544.19
33086
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
232
16704
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
327.6
871121
2659.1
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
136.1
373744
2746.1
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
73.1
205816
2815.55
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
975.16
68407
70.15
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
975.16
143543
147.2
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).
975.16
71723
73.55
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.
975.16
13701
14.05
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
95.1
60031
631.25
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
14907.35
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
191.24
71007
371.3
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
84
42504
506
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.
542.5
417969
770.45
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.
3.78
1848
489.15
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