Jharkhand State Rural Road Development Authority Tender
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Costs
EMD
₹ 24,59,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction of H.L. Bridge over Koyal River in Bhandra-Baxidipa-Senha Road and H.L. Bridge
Description
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Contact
Tender Id
2018_CEJHR_64860_1Bid Award Id
ViewTender No
RCD/CE(COMM)/14/2018-19 (2nd Call)Tender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing
57.53
3957029
68782.01
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.
662
7837590
11839.26
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
112.9
6399754
56685.16
Confirmatory Boring through Core drilling of BX (41 mm to 59 mm) size by rotary core drilling machine upto 20.0 m depth in all kinds of hard rock including finishing, maintenance of core (Minimum 80% core recovery in hard rock is essential and sludge for foundation exploration complete as per specification and direction of E/I.
135
297000
2200
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications, RCC Grade M-30, Height upto 5 m, Using Batching Plant. All complete job as per MORT&H specification and direction of E/I.
649.41
3806711
5861.8
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification, Granular material. All complete job as per MORT&H (Clause - 304) specification and direction of E/I.
460.93
358585
777.96
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. All complete job as per MORT&H specification and direction of E/I.
198.02
374432
1890.88
PCC M-15 Grade leveling course below approach slab complete as per drawing and Technical specification. All complete job as per MORT&H specification and direction of E/I.
14.91
68286
4579.9
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.
29.82
249864
8379.1
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. All complete job as per MORT&H specification and direction of E/I.
103
13228
128.43
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications.
56.25
3196096
56819.49
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification, RCC Grade M-30, Using Batching Plant, Height upto 5 m. All complete job as per MORT&H specification and direction of E/I.
2035.84
13393587
6578.9
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. All complete job as per MOST Circular No. - RW/NH - 33022 / 1 / 94 - DO III dated 24 June, 1994 and direction of E/I.
408.16
1115187
2732.23
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
408.16
651949
1597.29
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.
183.13
1791416
9782.21
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. All complete job as per MORT&H specification and direction of E/I.
355.12
20589133
57977.96
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.
133.2
1178903
8850.63
Drainage Spouts complete as per drawing and Technical specification. All complete job as per MORT&H specification and direction of E/I.
64
56818
887.79
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.
1720320
1255833
0.73
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.
1049.96
79534
75.75
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810.
200
464624
2323.12
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit. Girth from 300 mm to 600 mm.
23
4344
188.87
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit. Girth from 600 mm to 900 mm.
12
3817
318.15
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit. Girth from 900 mm to 1800 mm.
3
1945
648.42
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit. Girth above 1800 mm.
1
1254
1254.42
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, By Mechanical Means, In area of light jungle.
1.55
61463
39653.61
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000 m. Including Royalty @ Rs. 30.00 per cum but excluding the cost of watering, rolling & compaction.
1178.77
127389
108.07
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.
15681.3
3167622
202
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
205.92
25789
125.24
Providing, laying, fitting, fixing stone boulder pitching duly packed in slope of road embankment and approach with approved quality of materials within 150 m of worksite and all lift as per direction of E/I including cost of all materials, labour.
720
1148256
1594.8
Providing and laying filter material underneath pitching in slopes all complete as per drawing and Technical Specification.
360
729619
2026.72
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, for grading - I Material.
1541.11
2521517
1636.17
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, With Vibratory Roller.
861.06
1649889
1916.11
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. All complete job as per MORT&H (Clause - 502) (4th revision) specification and direction of E/I.
3444.2
104600
30.37
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.
6651.16
69571
10.46
Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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. 507 complete in all respects. for Grading-II (19 mm nominal size). All complete job as per MORT&H (Clause - 507) specification and direction of E/I.
166.28
1261479
7586.48
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 MORT&H specification clause No. 509 complete in all respects, for Grading-II (10 mm nominal size).
99.77
842517
8444.82
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
93.11
48338
519.14
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing, 80 mm x 60 mm rectangular.
2
12352
6176.15
Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.
1.5
17324
11549.35
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.
40
24644
616.1
Plain cement concrete 1:2:4 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
88
416985
4738.47
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification, Random Rubble Masonry.
250.09
955668
3821.3
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications, Random Rubble Masonry.
123.91
468503
3781
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification, PCC M-20 Grade.
3.75
20766
5537.62
PART-B (Bridge over Shankh River in 2nd KM of Patratoli to Manho Road.)
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, Ordinary soil, All complete job as per MORT&H (Clause - 304) specification and direction of E/I.
1199.9
76349
63.63
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, Soft Rock. All complete job as per MORT&H (Clause - 304) specification and direction of E/I.
359.31
29032
80.8
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, Hard Rock. All complete job as per MORT&H (Clause - 304) specification and direction of E/I.
262.15
106173
405.01
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
36.8
152268
4137.73
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications, RCC Grade M-30, Using Batching Plant.
314.12
1662338
5292.05
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
10.34
584686
56546.13
Confirmatory Boring through Core drilling of BX (41 mm to 59 mm) size by rotary core drilling machine upto 20.0 m depth in all kinds of hard rock including finishing, maintenance of core (Minimum 80% core recovery in hard rock is essential and sludge for foundation exploration complete as per specification and direction of E/I.
60
132000
2200
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications, RCC Grade M-30, Height upto 5 m, Using Batching Plant. All complete job as per MORT&H specification and direction of E/I.
508.28
2852599
5612.26
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification, Granular material. All complete job as per MORT&H (Clause - 304) specification and direction of E/I.
478.38
372160
777.96
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. All complete job as per MORT&H specification and direction of E/I.
103.53
173165
1672.61
Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap. All complete job as per MORT&H specification and direction of E/I.
12.5
54248
4339.86
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.
24.99
202992
8122.96
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. All complete job as per MORT&H specification and direction of E/I.
160
20395
127.47
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications.
38.79
2198635
56680.46
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification, RCC Grade M-30, Using Batching Plant, Height upto 5 m. All complete job as per MORT&H specification and direction of E/I.
1000.7
6333790
6329.36
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. All complete job as per MOST Circular No. - RW/NH - 33022 / 1 / 94 - DO III dated 24 June, 1994 and direction of E/I.
260.8
692723
2656.15
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.
102.69
977891
9522.75
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. All complete job as per MORT&H specification and direction of E/I.
167
9659101
57838.93
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.
77.4
685038
8850.63
Drainage Spouts complete as per drawing and Technical specification. All complete job as per MORT&H specification and direction of E/I.
40
35511
887.79
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.
860160
627916
0.73
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.
502.33
38051
75.75
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit. Girth from 300 mm to 600 mm.
17
3210
188.87
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit. Girth from 600 mm to 900 mm.
10
3181
318.15
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit. Girth from 900 mm to 1800 mm.
4
2593
648.42
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, By Mechanical Means, In area of light jungle.
1.94
76928
39653.61
Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000 m.
1215.65
131375
108.07
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.
11500.11
2323022
202
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
1323.65
165773
125.24
Providing, laying, fitting, fixing stone boulder pitching duly packed in slope of road embankment and approach with approved quality of materials within 150 m of worksite and all lift as per direction of E/I including cost of all materials, labour.
300
415593
1385.31
Providing and laying filter material underneath pitching in slopes all complete as per drawing and Technical Specification.
150
273903
1826.02
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, for grading - I Material.
1571.17
2250952
1432.66
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, With Vibratory Roller.
824.32
1392724
1689.54
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. All complete job as per MORT&H (Clause - 502) (4th revision) specification and direction of E/I.
3297.3
100139
30.37
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.
6312.96
66033
10.46
Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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. 507 complete in all respects. for Grading-II (19 mm nominal size). All complete job as per MORT&H (Clause - 507) specification and direction of E/I.
157.82
1158288
7339.3
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 MORT&H specification clause No. 509 complete in all respects, for Grading-II (10 mm nominal size).
94.69
775959
8194.35
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
98.12
50939
519.14
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing, 80 mm x 60 mm rectangular.
2
12352
6176.15
Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.
1.5
17324
11549.35
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.
40
24644
616.1
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