Rural Works Department Tender
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Rural Works Department - RWD Tender
Eprocure
Opening Date14 Aug 2024
Closing Date24 Aug 2024
Tender Amount₹ 11,19,38,969
Costs
EMD
₹ 22,39,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RWD_90313_1Bid Award Id
ViewTender No
04/2024-25/RWD/EE/CHAIBASATender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means).
4192.01
345002
82.3
Tack Coat on Granular surfaces treated with primer
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
4192.01
68371
16.31
Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.)
Bituminous Macadam for GradingII: (19 mm nominal size)
1481.8
14250411
9616.96
Tack Coat on Bituminous surfaces (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 surface cleaned with mechanical broom.) as per Technical Specification Clause 503
52257.65
688233
13.17
Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5 per cent 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. 508 complete in all respects.
Semi-Dense Bituminous Concrete, Grading II: (10 mm size)
705.62
8587945
12170.78
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
693.11
5275683
7611.61
Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 5th kilometre stone (precast) SOR 8.14 (i)
2
5858
2929.3
Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary kilometer stone (precast) SOR 8.14 (ii)
7
12186
1740.9
Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Hectometer stone (precast) SOR 8.14 (ii)
35
19001
542.9
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Boundary pillar- SOR 8.16
105
57309
545.8
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 801.
80 mm x 60 mm rectangular. SOR
1
7526
7526
Direction and Place Identification Signs with size more than 0.9 sqm size Board.(Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
6.48
88803
13704.3
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.
1490.42
870852
584.3
parapet repair :Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.
Coursed rubble masonry in C.M. (1:3) in (first sort ) sub-structure sor 13.4 B
10
61032
6103.21
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications .PCC Grade M15 Height upto 5m PCC Grade M15 using batching plant & concrete pump. Sor 13.5 A(p)
2
11919
5959.53
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications. Sor 13.3
80
10448
130.6
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) sor 8.08
80
5624
70.3
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
16.59
220108
13267.54
(2). Delgapara hole to Ambaimarcha (L- 2.500Km.)
Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201.
0.75
14820
19760.3
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, 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 allk lifts and lead of 1000 metres. By Mechanical means Cement Concrete Grade M-15 & M-20 sor 2.04 (ii)A
10.95
7148
652.8
Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits 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.
3087.92
405443
131.3
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
75.51
272859
3613.56
Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means).
579.71
47704
82.29
Tack Coat on Granular surfaces treated with primer
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
579.71
9455
16.31
Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.)
Bituminous Macadam for GradingII: (19 mm nominal size)
446.94
4288474
9595.19
Tack Coat on Bituminous surfaces (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 surface cleaned with mechanical broom.) as per Technical Specification Clause 503
16446.61
216601
13.17
Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5 per cent 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. 508 complete in all respects.
Semi-Dense Bituminous Concrete, Grading II: (10 mm size)
212.83
2585543
12148.4
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
139.19
1057596
7598.22
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post
3
5222
1740.9
Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Hectometer stone (precast) SOR 8.14 (ii)
10
5429
542.9
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Boundary pillar- SOR 8.16
30
16374
545.8
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 801.
80 mm x 60 mm rectangular
1
7526
7526
Direction and Place Identification Signs with size more than 0.9 sqm size Board.(Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
1.62
22200
13704.3
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.
449.54
262666
584.3
parapet repair :Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.
Coursed rubble masonry in C.M. (1:3) in (first sort ) sub-structure sor 13.4 B
4
24334
6083.65
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications .PCC Grade M15 Height upto 5m PCC Grade M15 using batching plant & concrete pump. Sor 13.5 A(p)
0.8
4756
5945.44
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications. Sor 13.3
32
4179
130.6
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) sor 8.08
32
2249
70.3
R.C.C culvert (1.0X 1.0) : 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, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work. Ordinary Soil Manual Means ( Depth upto 3 m) Mechanical Means (Depth upto 3 m) sor 3.13 (i) B
128.82
7188
55.8
Dry Rubble Flooring. (Construction of dry rubble flooring at cross drainage works for relatively less important works.) sor 16.09
14.6
46682
3197.42
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.PCC Grade M15 PCC Grade M15 using batching plant & Concrete pump. PCC Grade M15 using batching plant & manual placing. sor 12.08 A case-ii
19.58
116572
5953.64
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble masonry (first sort) sor 12.07 A
66.24
393312
5937.69
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Coursed rubble masonry (first sort) . Sor 13.04 B
34.94
212562
6083.65
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M15 . Height upto 5m. PCC Grade M15 using batching plant & concrete pump sor 13.05 A (p)
1.18
7015
5945.44
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20 . Height upto 5m. PCC Grade M20 using batching plant & concrete pump sor 13.05 B (p)
6.72
43178
6425.43
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20 . Height upto 5m.RCC Grade M25. Height upto 5m, RCC Grade M25 using batching plant, transit mixer & concrete pump sor 13.05 f (p)
5.04
34861
6917.01
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications sor 14.04
2.7
35786
13254.15
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications sor 13.06
0.86
76468
88917.12
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications. Sor 13.3
82.94
10831
130.6
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces). Sor 8.08
15.36
1079
70.3
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. sor 13.08
20
2279
113.95
Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications. Sandy material. Sor 13.09B
25.52
27796
1089.21
R.C.C culvert (1.5X 1.0) : 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, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work. Ordinary Soil Manual Means ( Depth upto 3 m) Mechanical Means (Depth upto 3 m) sor 3.13 (i) B
71.75
4003
55.8
Dry Rubble Flooring. (Construction of dry rubble flooring at cross drainage works for relatively less important works.) sor 16.09
8.3
26538
3197.42
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.PCC Grade M15 PCC Grade M15 using batching plant & Concrete pump. PCC Grade M15 using batching plant & manual placing. sor 12.08 A case-ii
11.01
65549
5953.64
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble masonry (first sort) sor 12.07 A
35.26
209362
5937.69
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Coursed rubble masonry (first sort) . Sor 13.04 B
17.58
106950
6083.65
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M15 . Height upto 5m. PCC Grade M15 using batching plant & concrete pump sor 13.05 A (p)
0.61
3626
5945.44
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20 . Height upto 5m. PCC Grade M20 using batching plant & concrete pump sor 13.05 B (p)
3.38
21717
6425.43
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20 . Height upto 5m.RCC Grade M25. Height upto 5m, RCC Grade M25 using batching plant, transit mixer & concrete pump sor 13.05 f (p)
3.62
25039
6917.01
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications sor 14.04
1.29
17097
13254.15
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications sor 13.06
0.55
48904
88917.12
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications. Sor 13.3
43
5615
130.6
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces). Sor 8.08
9.28
652
70.3
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. sor 13.08
20
2279
113.95
Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications. Sandy material. Sor 13.09B
12.97
14127
1089.21
(3). Manjhgaon to Dhansari road (L- 6.090Km.)
Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201.
1.82
35963
19760.3
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, 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 allk lifts and lead of 1000 metres. By Mechanical means Cement Concrete Grade M-15 & M-20 sor 2.04 (ii)A
32.7
21346
652.8
Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits 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.
7555.95
992096
131.3
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
350
1204455
3441.3
Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means).
2596.71
213501
82.22
Tack Coat on Granular surfaces treated with primer
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
2596.71
42300
16.29
Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.)
Bituminous Macadam for GradingII: (19 mm nominal size)
1097.86
10340611
9418.88
Tack Coat on Bituminous surfaces (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 surface cleaned with mechanical broom.) as per Technical Specification Clause 503
39226.39
515827
13.15
Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5 per cent 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. 508 complete in all respects.
Semi-Dense Bituminous Concrete, Grading II: (10 mm size)
522.79
6254063
11962.86
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
312.47
2315824
7411.35
Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 5th kilometre stone (precast) SOR 8.14 (i)
1
2929
2929.3
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post
6
10445
1740.9
Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Hectometer stone (precast) SOR 8.14 (ii)
24
13029
542.9
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Boundary pillar- SOR 8.16
72
39297
545.8
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 801.
80 mm x 60 mm rectangular
1
7526
7526
Direction and Place Identification Signs with size more than 0.9 sqm size Board.(Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
4.86
66602
13704.3
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.
1104.24
645207
584.3
parapet repair :Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.
Coursed rubble masonry in C.M. (1:3) in (first sort ) sub-structure sor 13.4 B
1.16
6818
5878.21
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications .PCC Grade M15 Height upto 5m PCC Grade M15 using batching plant & concrete pump. Sor 13.5 A(p)
0.23
1324
5758.65
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications. Sor 13.3
9.28
1190
128.25
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) sor 8.08
9.28
652
70.3
R.C.C culvert (.6X .6) : 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, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work. Ordinary Soil Manual Means ( Depth upto 3 m) Mechanical Means (Depth upto 3 m) sor 3.13 (i) B
21.6
1205
55.8
Dry Rubble Flooring. (Construction of dry rubble flooring at cross drainage works for relatively less important works.) sor 16.09
2.7
8230
3048.32
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.PCC Grade M15 PCC Grade M15 using batching plant & Concrete pump. PCC Grade M15 using batching plant & manual placing. sor 12.08 A case-ii
2.7
15570
5766.85
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble masonry (first sort) sor 12.07 A
7.7
44140
5732.5
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M15 . Height upto 5m. PCC Grade M15 using batching plant & concrete pump sor 13.05 A (p)
1.62
9329
5758.65
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20 . Height upto 5m.RCC Grade M25. Height upto 5m, RCC Grade M25 using batching plant, transit mixer & concrete pump sor 13.05 f (p)
3.6
24214
6726.24
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications sor 13.06
0.36
31982
88839
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications. Sor 13.3
29.4
3770
128.25
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces). Sor 8.08
9.6
674
70.3
R.C.C culvert (1.0X 1.0) : 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, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work. Ordinary Soil Manual Means ( Depth upto 3 m) Mechanical Means (Depth upto 3 m) sor 3.13 (i) B
193.23
10782
55.8
Dry Rubble Flooring. (Construction of dry rubble flooring at cross drainage works for relatively less important works.) sor 16.09
21.9
66758
3048.32
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.PCC Grade M15 PCC Grade M15 using batching plant & Concrete pump. PCC Grade M15 using batching plant & manual placing. sor 12.08 A case-ii
29.37
169372
5766.85
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble masonry (first sort) sor 12.07 A
99.36
569581
5732.5
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Coursed rubble masonry (first sort) . Sor 13.04 B
52.41
308076
5878.21
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M15 . Height upto 5m. PCC Grade M15 using batching plant & concrete pump sor 13.05 A (p)
1.77
10192
5758.65
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20 . Height upto 5m. PCC Grade M20 using batching plant & concrete pump sor 13.05 B (p)
10.08
62852
6235.37
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20 . Height upto 5m.RCC Grade M25. Height upto 5m, RCC Grade M25 using batching plant, transit mixer & concrete pump sor 13.05 f (p)
7.56
50850
6726.24
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications sor 14.04
4.05
52881
13057.28
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications sor 13.06
1.29
114602
88839
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications. Sor 13.3
124.41
15955
128.25
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces). Sor 8.08
23.04
1619
70.3
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. sor 13.08
30
3410
113.68
Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications. Sandy material. Sor 13.09B
38.28
41694
1089.21
R.C.C culvert (1.5X 1.0) : 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, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work. Ordinary Soil Manual Means ( Depth upto 3 m) Mechanical Means (Depth upto 3 m) sor 3.13 (i) B
71.75
4003
55.8
Dry Rubble Flooring. (Construction of dry rubble flooring at cross drainage works for relatively less important works.) sor 16.09
8.3
25301
3048.32
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.PCC Grade M15 PCC Grade M15 using batching plant & Concrete pump. PCC Grade M15 using batching plant & manual placing. sor 12.08 A case-ii
11.01
63493
5766.85
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble masonry (first sort) sor 12.07 A
35.26
202127
5732.5
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Coursed rubble masonry (first sort) . Sor 13.04 B
17.58
103338
5878.21
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M15 . Height upto 5m. PCC Grade M15 using batching plant & concrete pump sor 13.05 A (p)
0.61
3512
5758.65
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20 . Height upto 5m. PCC Grade M20 using batching plant & concrete pump sor 13.05 B (p)
3.38
21075
6235.37
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20 . Height upto 5m.RCC Grade M25. Height upto 5m, RCC Grade M25 using batching plant, transit mixer & concrete pump sor 13.05 f (p)
3.62
24348
6726.24
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications sor 14.04
1.29
16843
13057.28
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications sor 13.06
0.55
48861
88839
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications. Sor 13.3
43
5514
128.25
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces). Sor 8.08
9.28
652
70.3
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. sor 13.08
20
2273
113.68
Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications. Sandy material. Sor 13.09B
12.97
14127
1089.21
R.C.C culvert (2.0X 1.4) : 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, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work. Ordinary Soil Manual Means ( Depth upto 3 m) Mechanical Means (Depth upto 3 m) sor 3.13 (i) B
74.54
4159
55.8
Dry Rubble Flooring. (Construction of dry rubble flooring at cross drainage works for relatively less important works.) sor 16.09
9.26
28227
3048.32
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.PCC Grade M15 PCC Grade M15 using batching plant & Concrete pump. PCC Grade M15 using batching plant & manual placing. sor 12.08 A case-ii
12.12
69894
5766.85
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble masonry (first sort) sor 12.07 A
38.81
222478
5732.5
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Coursed rubble masonry (first sort) . Sor 13.04 B
27.32
160592
5878.21
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M15 . Height upto 5m. PCC Grade M15 using batching plant & concrete pump sor 13.05 A (p)
0.67
3858
5758.65
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20 . Height upto 5m. PCC Grade M20 using batching plant & concrete pump sor 13.05 B (p)
3.99
24879
6235.37
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20 . Height upto 5m.RCC Grade M25. Height upto 5m, RCC Grade M25 using batching plant, transit mixer & concrete pump sor 13.05 f (p)
4.68
31478
6726.24
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications sor 14.04
1.46
19063
13057.28
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications sor 13.06
0.69
61298
88839
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications. Sor 13.3
81.5
10452
128.25
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces). Sor 8.08
10.28
722
70.3
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. sor 13.08
30
3410
113.68
Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications. Sandy material. Sor 13.09B
16.12
17558
1089.21
(4). Gharasai to Ipilshingi via Lohahatu (4.100 Km)
Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201.
1.51
29917
19760.3
Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits 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.
4967.94
652290
131.3
Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all the lifts and leads upto 1000 metres. By Mechanaical Means using Hydraulic excavator. sor 3.15 (i)
4258.24
20439
4.8
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
2150.41
6566793
3053.74
Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means).
14336.07
1176847
82.09
Tack Coat on Granular surfaces treated with primer
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
14336.07
187945
13.11
Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.)
Bituminous Macadam for GradingII: (19 mm nominal size)
716.8
6332290
8834.11
Tack Coat on Bituminous surfaces (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 surface cleaned with mechanical broom.) as per Technical Specification Clause 503
15093.57
197876
13.11
Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5 per cent 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. 508 complete in all respects.
Semi-Dense Bituminous Concrete, Grading II: (10 mm size)
377.34
4243984
11247.11
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. 5th Km post
1
2929
2929.3
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post
4
6963
1740.9
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. SOR 8.04(I)
1
7526
7526
Direction and Place Identification Signs with size more than 0.9 sqm size Board.(Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
0.81
11100
13704.3
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.
797.02
465698
584.3
parapet repair :Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.
Coursed rubble masonry in C.M. (1:3) in (first sort ) sub-structure sor 13.4 B
12.96
63369
4889.64
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications .PCC Grade M15 Height upto 5m PCC Grade M15 using batching plant & concrete pump. Sor 13.5 A(p)
1.8
9083
5046.17
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications. Sor 13.3
85.68
9724
113.5
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) sor 8.08
85.68
6023
70.3
R.C.C culvert (1.5X1.0) : 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, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work. Ordinary Soil Manual Means ( Depth upto 3 m) Mechanical Means (Depth upto 3 m) sor 3.13 (i) B
71.75
4003
55.8
Dry Rubble Flooring. (Construction of dry rubble flooring at cross drainage works for relatively less important works.) sor 16.09
8.3
22519
2712.86
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.PCC Grade M15 PCC Grade M15 using batching plant & Concrete pump. PCC Grade M15 using batching plant & manual placing. sor 12.08 A case-ii
11.01
55668
5054.37
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble masonry (first sort) sor 12.07 A
35.26
178762
5070.56
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Coursed rubble masonry (first sort) . Sor 13.04 B
17.58
91751
5218.79
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M15 . Height upto 5m. PCC Grade M15 using batching plant & concrete pump sor 13.05 A (p)
0.61
3088
5046.17
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20 . Height upto 5m. PCC Grade M20 using batching plant & concrete pump sor 13.05 B (p)
3.36
18489
5502.73
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20 . Height upto 5m.RCC Grade M25. Height upto 5m, RCC Grade M25 using batching plant, transit mixer & concrete pump sor 13.05 f (p)
3.31
19784
5980.83
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications sor 14.04
1.63
20033
12282.9
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications sor 13.06
0.55
48568
88467.9
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications. Sor 13.3
42.54
4828
113.5
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. sor 13.08
16
1791
111.98
Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications. Sandy material. Sor 13.09B
12.97
14124
1089.21
R.C.C culvert (5X 3) : 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, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work. Ordinary Soil Manual Means ( Depth upto 3 m) Mechanical Means (Depth upto 3 m) sor 3.13 (i) B
460.45
25693
55.8
Sand Filling in foundation trenches as per drawing & technical specification. Sor 12.03
57.14
44706
782.41
Dry Rubble Flooring. (Construction of dry rubble flooring at cross drainage works for relatively less important works.) sor 16.09
57.14
155012
2712.86
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.PCC Grade M15 PCC Grade M15 using batching plant & Concrete pump. PCC Grade M15 using batching plant & manual placing. sor 12.08 A case-ii
42.94
217034
5054.37
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble masonry (first sort) sor 12.07 A
163.82
830659
5070.56
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Coursed rubble masonry (first sort) . Sor 13.04 B
128.97
630616
4889.64
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M15 . Height upto 5m. PCC Grade M15 using batching plant & concrete pump sor 13.05 A (p)
4.81
24326
5054.37
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20 . Height upto 5m. PCC Grade M20 using batching plant & concrete pump sor 13.05 B (p)
7.89
43416
5502.73
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20 . Height upto 5m.RCC Grade M25. Height upto 5m, RCC Grade M25 using batching plant, transit mixer & concrete pump sor 13.05 f (p)
31.3
187199
5980.83
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications sor 14.04
6.35
77996
12282.9
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications sor 13.06
3.92
346794
88467.93
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications. Sor 13.3
114.77
13026
113.5
Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in Table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516. sor 14.05
8.33
2300
276.2
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. sor 13.08
40
4479
111.98
Reinforced cement concrete M15 grade boundary pillers/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704
18
9824
545.8
Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications
360.37
392518
1089.21
Goods & Service Tax (G.S.T.) -
93924290.3
16906372
0.18
Labour Cess -
110830662.55
1108306
0.01
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