Rural Works Department Tender
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Costs
EMD
₹ 29,36,500Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Strengthening Of Road From Tetartoli To Sidhpur Road Block-dumri Length-3.55km )2.(strengthening Of Road From Majhgaon To Kothi Block-dumri Length-2.20km )
Description
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Contact
Tender Id
2024_RWD_87384_1Bid Award Id
ViewTender No
02/2024-25/RWD/W/EE/GUMLATender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
Compacting original ground supporting subgrade loosening of the ground upto a level of 500mm below subgrde level,watered,graded and compcted in layers
530.25
27891
52.6
Dismantling of cement concrete pavement by mechanical means using pneumatic tools,breaking to pieces
393.75
174273
442.6
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(By Mix in Place Method) With Grading-I Material S.O.R. Item No. 4.01 B (i)
429.5
1250351
2911.18
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.
291.95
948142
3247.62
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.S.O.R. Item No. 5.01 A (I)
2205.76
181511
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.S.O.R. Item No. 5.02 (II)
2205.76
35975
16.31
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.S.O.R. Item No. 5.03
577.24
4983116
8632.66
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.S.O.R. Item No. 5.02 (I)
19189.07
252720
13.17
Tack Coat on Cement Concrete Pavement 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
96.96
1885
19.45
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.S.O.R. Item No. 5.07 (II)
269.86
2922367
10829.2
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) S.O.R. Item No. 6.4
530.25
3566419
6725.92
Hectometer Stone Reinforced cement concrete M15 grade 5th kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (precast) S.O.R. Item No. 8.14 (ii)
14
7600
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. Ordinary Km post.S.O.R. Item No. 8.14 (ii)
5
8704
1740.9
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
S.O.R. Item No. 8.4 (iv). (X)
2
15052
7526
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
S.O.R. Item No. 8.06
1.35
19430
14393.1
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.. S.O.R. Item No. 8.13
570
333051
584.3
Boundry piller (precast ) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)
130
70954
545.8
REPAIR OF CULVERT Course Rubble Stone Masonry Work in Cement Mortar 1:4 in Foundation complete as per Drawing and Technical Specifications.
6.24
33405
5353.39
Providing P.C.C. & R.C.C. M-150 in coping with nominal mix (1:2:4) all complete job as per design, drawing and relevant clause of MOST specification and direction of E/I.
0.76
3859
5105.34
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
42.09
4693
111.51
(RETAINING WALL 1.00M HEIGHT) 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. (Depth upto 3 m)
78
4352
55.8
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 Nominal mix 1:2:4
13
66476
5113.54
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar
51.25
260876
5090.28
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)
28.75
143926
5006.14
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
2
10210
5105.34
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.
49
5414
110.5
Flush Pointing with cement mortor (1:4), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204
50
2999
59.98
CULVERT(1X5MX2M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)
297.96
16626
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
45.16
130073
2880.59
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 Nominal mix 1:2.5:5 (Hand mixing).
34.18
174775
5113.54
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation
176.49
919163
5207.96
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure
93.65
501344
5353.39
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
0.75
3829
5105.34
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-20)
5.25
28976
5519.38
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-25 in Deck Slab)
18.67
112266
6014.47
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
3.6
44289
12302.72
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
2.52
222722
88311.69
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204
76.4
8519
111.51
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.
45
5028
111.74
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8
32.77
36861
1124.92
CULVERT(2X4MX2.5M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)
293.81
16394
55.8
Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m) soft rock
97.94
53816
549.5
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 Nominal mix 1:2.5:5 (Hand mixing).
102.53
524306
5113.54
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation
227.26
1183545
5207.96
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure
141.04
755036
5353.39
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-20)
6.46
35666
5519.38
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-25 in Deck Slab)
30.92
185961
6014.47
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
6.27
77088
12302.72
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
3.74
330109
88311.69
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204
134.77
15028
111.51
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.
18
2011
111.74
Providing & fixing asphalt plug in expansion joints in culverts filling the same with bitumen,cement and sand etc
22.5
6441
286.3
Dewatering
1
10000
10000
CULVERT(1X0.6MX0.6M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)
19.8
1104
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
2.7
7777
2880.59
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 Nominal mix 1:2.5:5 (Hand mixing).
2.7
13806
5113.54
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation
4.86
25310
5207.96
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure
1.22
6531
5353.39
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
1.9
9700
5105.34
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-25 in Deck Slab)
3.6
21652
6014.47
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.52
46098
88311.69
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204
29.4
3278
111.51
2.STRENGTHENING OF ROAD FROM MAJHGAON TO KOTHI 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. S.O.R. Item No. 2.2
1.3
25688
19760.3
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)S.O.R. Item No. 3.18
3506.63
460420
131.3
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 all lifts and lead of 1000 metres Dismantling Brick/ Tile work/ rubble masonary/pitching/ etc. by mechanical means
78.4
10536
134.4
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 all lifts and lead of 1000 metres By Mechanical means Cement concrete Grade M-15 & M-20
12
7833
652.8
Rem0ving all type of Hume pippes and stacking within a lead of 1000metres including earthwork and dismantling of masonary works
5
3980
796
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(By Mix in Place Method) With Grading-I Material S.O.R. Item No. 4.01 B (i)
49.82
155244
3116.1
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.
265.59
919695
3462.84
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.S.O.R. Item No. 5.01 A (I)
1884.96
155132
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.S.O.R. Item No. 5.02 (II)
1884.96
30743
16.31
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.S.O.R. Item No. 5.03
432.21
3824042
8847.65
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.S.O.R. Item No. 5.02 (I)
13807.42
181843
13.17
Tack Coat on Cement Concrete Pavement 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
1104.81
21499
19.46
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.S.O.R. Item No. 5.07 (II)
205.81
2273599
11047.08
Hectometer Stone Reinforced cement concrete M15 grade 5th kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (precast) S.O.R. Item No. 8.14 (ii)
11
5971
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. Ordinary Km post.S.O.R. Item No. 8.14 (ii)
4
6963
1740.9
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
S.O.R. Item No. 8.4 (iv). (X)
1
7526
7526
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
S.O.R. Item No. 8.06
3.24
46633
14393.1
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.. S.O.R. Item No. 8.13
434.72
254006
584.3
Boundry piller (precast ) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)
75
40935
545.8
(RETAINING WALL 1.00M HEIGHT) 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. (Depth upto 3 m)
234
13057
55.8
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 Nominal mix 1:2:4
39
202436
5190.69
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar
153.75
646589
4205.46
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)
86.25
360861
4183.9
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
6
31094
5182.49
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.
148
16354
110.5
Flush Pointing with cement mortor (1:4), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204
150
8931
59.54
(RETAINING WALL 1.500M HEIGHT) 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. (Depth upto 3 m)
105
5859
55.8
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 Nominal mix 1:2:4
15
77860
5190.69
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar
72
302793
4205.46
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)
48.75
203965
4183.9
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
2
10364
5182.49
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.
49
5414
110.5
Flush Pointing with cement mortor (1:4), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204
75
4465
59.54
CULVERT(1X1MX1M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)
64.41
3594
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
7.3
15178
2079.19
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 Nominal mix 1:2.5:5 (Hand mixing).
9.8
50868
5190.69
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation
33.62
145394
4324.65
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure
17.38
77666
4468.74
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
0.57
2954
5182.49
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-20)
3.81
21418
5621.75
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-25 in Deck Slab)
2.52
15321
6079.79
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
0.9
11129
12366.61
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.46
40605
88272.63
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204
39.74
4349
109.44
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.
10
1105
110.5
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8
12.76
14126
1107.06
CULVERT(1X2MX1.4M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)
74.54
4159
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
9.26
19253
2079.19
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 Nominal mix 1:2.5:5 (Hand mixing).
12.11
62859
5190.69
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation
38.82
167882
4324.65
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure
27.32
122085
4468.74
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
0.67
3472
5182.49
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-20)
3.52
19788
5621.75
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-25 in Deck Slab)
5.04
30642
6079.79
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
1.58
19539
12366.61
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.71
62673
88272.63
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204
56.75
6210
109.44
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.
20
2210
110.5
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8
16.12
17845
1107.06
CULVERT(2X5.0MX2.5M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)
357.4
19942
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
55.15
114667
2079.19
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 Nominal mix 1:2.5:5 (Hand mixing).
55.15
286266
5190.69
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation
185.6
802655
4324.65
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure
125.82
562256
4468.74
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
0.33
1710
5182.49
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-20)
5.18
29120
5621.75
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-25 in Deck Slab)
39.98
243070
6079.79
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
6.81
84216
12366.61
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
4.46
393695
88272.63
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204
134.77
14749
109.44
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.
30
3315
110.5
3.STRENGTHENING OF ROAD FROM MERAL ROAD TO DEVIDIH 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. S.O.R. Item No. 2.2
3.99
78843
19760.3
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)S.O.R. Item No. 3.18
10293.55
1351543
131.3
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 all lifts and lead of 1000 metres Dismantling Brick/ Tile work/ rubble masonary/pitching/ etc. by mechanical means
241.5
32457
134.4
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 all lifts and lead of 1000 metres By Mechanical means Cement concrete Grade M-15 & M-20
64
41779
652.8
Rem0ving all type of Hume pippes and stacking within a lead of 1000metres including earthwork and dismantling of masonary works
5
3980
796
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.
766.82
2226093
2903.02
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.S.O.R. Item No. 5.01 A (I)
5507.93
452531
82.16
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.S.O.R. Item No. 5.02 (II)
5507.93
89558
16.26
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.S.O.R. Item No. 5.03
1313.56
10879994
8282.83
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.S.O.R. Item No. 5.02 (I)
44532.52
584266
13.12
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.S.O.R. Item No. 5.07 (II)
625.51
6550228
10471.82
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) S.O.R. Item No. 6.4
397.12
2597649
6541.22
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.S.O.R. Item No. 8.14 (ii)
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.S.O.R. Item No. 8.14 (ii)
9
15668
1740.9
Hectometer Stone Reinforced cement concrete M15 grade 5th kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (precast) S.O.R. Item No. 8.14 (ii)
30
16287
542.9
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
S.O.R. Item No. 8.4 (iv). (X)
1
7526
7526
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
S.O.R. Item No. 8.06
6.75
97153
14393.1
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.. S.O.R. Item No. 8.13
1321.2
771977
584.3
Boundry piller (precast ) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting) Hectometer stone
170
92786
545.8
DRAIN Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)
135
7533
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
18
46483
2582.4
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 Nominal mix 1:2.5:5 (Hand mixing).
18
88426
4912.6
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation
54
258811
4792.81
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
12
58852
4904.4
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-20 inCover Slab)
5.4
28926
5356.82
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.43
38180
88380.05
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204
180
20199
112.22
(RETAINING WALL 1.00M HEIGHT) 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. (Depth upto 3 m)
202.8
11316
55.8
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 Nominal mix 1:2:4
33.8
166045
4912.6
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar
133.25
638641
4792.81
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)
74.75
353865
4733.98
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
5.2
25502
4904.4
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.
128
14144
110.5
Flush Pointing with cement mortor (1:4), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204
130
7815
60.12
(RETAINING WALL 1.50M HEIGHT) 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. (Depth upto 3 m)
147
8202
55.8
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 Nominal mix 1:2:4
21
103164
4912.6
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar
100.8
483115
4792.81
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)
68.25
323094
4733.98
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
2.8
13732
4904.4
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.
69
7624
110.5
Flush Pointing with cement mortor (1:4), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204
105
6312
60.12
REPAIR OF CULVERT Course Rubble Stone Masonry Work in Cement Mortar 1:4 in Foundation complete as per Drawing and Technical Specifications.
11
55604
5054.94
Providing P.C.C. & R.C.C. M-150 in coping with nominal mix (1:2:4) all complete job as per design, drawing and relevant clause of MOST specification and direction of E/I.
2.2
10789
4904.4
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
88
9875
112.22
CULVERT(1X0.6MX0.6M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)
9.9
552
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
1.35
3486
2582.4
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 Nominal mix 1:2.5:5 (Hand mixing).
1.35
6632
4912.6
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation
2.43
11931
4910.01
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure
0.61
3083
5054.94
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
0.95
4659
4904.4
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-25 in Deck Slab)
1.8
10499
5833.18
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.26
23067
88380.05
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204
14.7
1649
112.22
CULVERT(1X1MX1M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)
128.82
7187
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
14.6
37703
2582.4
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 Nominal mix 1:2.5:5 (Hand mixing).
19.59
96237
4912.6
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation
67.23
330105
4910.01
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure
34.76
175722
5054.94
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
1.14
5610
4904.4
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-20)
7.62
40818
5356.82
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-25 in Deck Slab)
5.04
29399
5833.18
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
1.8
21831
12128.38
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.92
81309
88380.05
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204
79.49
8920
112.22
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 sqm.
15.36
1234
80.4
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.
20
2210
110.5
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8
25.52
29158
1142.78
CULVERT(1X2MX1.4M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)
149.08
8318
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
18.53
47848
2582.4
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 Nominal mix 1:2.5:5 (Hand mixing).
24.23
119027
4912.6
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation
77.64
381213
4910.01
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure
54.64
276201
5054.94
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
1.34
6571
4904.4
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-20)
7.04
37712
5356.82
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-25 in Deck Slab)
10.08
58798
5833.18
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
3.15
38204
12128.38
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.42
125499
88380.05
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204
113.5
12737
112.22
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 sqm.
21.76
1749
80.4
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.
40
4420
110.5
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8
32.24
36838
1142.78
CULVERT(1X3.0MX2.0M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)
165.16
9215
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
22.36
57742
2582.4
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 Nominal mix 1:2.5:5 (Hand mixing).
28.56
140303
4912.6
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation
90.48
444257
4910.01
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure
90.7
458483
5054.94
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
1.56
7650
4904.4
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-20)
7.58
40604
5356.82
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-25 in Deck Slab)
17.1
99747
5833.18
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
4.06
49241
12128.38
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
2.18
192668
88380.05
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204
145.78
16359
112.22
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 sqm.
28.16
2264
80.4
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.
60
6630
110.5
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8
43.04
49185
1142.78
CULVERT(1X4.0MX2.0M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)
254.9
14223
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
23.16
59808
2582.4
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 Nominal mix 1:2.5:5 (Hand mixing).
33.16
162901
4912.6
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation
143.04
702327
4910.01
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure
61.98
313305
5054.94
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
1.02
5002
4904.4
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-20)
4.37
23409
5356.82
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-25 in Deck Slab)
15.48
90297
5833.18
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
2.7
32746
12128.38
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.84
162619
88380.05
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204
89.85
10082
112.22
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.
30
3315
110.5
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8
21.8
24912
1142.78
CULVERT(1X5MX2M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)
254.9
14223
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
24.16
62390
2582.4
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 Nominal mix 1:2.5:5 (Hand mixing).
34.28
168403
4912.6
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation
143.04
702327
4910.01
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure
62.38
315327
5054.94
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
1.1
5394
4904.4
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-20)
4.37
23409
5356.82
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-25 in Deck Slab)
18.71
109138
5833.18
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
3.26
39538
12128.38
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
2.18
192668
88380.05
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204
93.05
10442
112.22
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.
30
3315
110.5
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8
21.8
24912
1142.78
CULVERT(4X6MX2.5M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)
1008.98
56301
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
131.74
340205
2582.4
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 Nominal mix 1:2.5:5 (Hand mixing).
162.06
796135
4912.6
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation
557.58
2737723
4910.01
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure
291.52
1473616
5054.94
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
1.48
7258
4904.4
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-20)
8.5
45532
5356.82
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-25 in Deck Slab)
113.22
660432
5833.18
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
14.39
174527
12128.38
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
12.31
1087958
88380.05
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204
582.93
65416
112.22
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.
60
6630
110.5
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8
30.7
35083
1142.78
4.STRENGTHENING OF ROAD FROM MERAL ROAD TO BANJHAR 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. S.O.R. Item No. 2.2
1.84
36358
19760.3
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)S.O.R. Item No. 3.18
5993.08
786891
131.3
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 all lifts and lead of 1000 metres Dismantling Brick/ Tile work/ rubble masonary/pitching/ etc. by mechanical means
10.5
1411
134.4
Rem0ving all type of Hume pippes and stacking within a lead of 1000metres including earthwork and dismantling of masonary works
5
3980
796
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.
331.5
962351
2903.02
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.S.O.R. Item No. 5.01 A (I)
2386.01
196034
82.16
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.S.O.R. Item No. 5.02 (II)
2386.01
38796
16.26
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.S.O.R. Item No. 5.03
608.78
5038610
8276.57
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.S.O.R. Item No. 5.02 (I)
20805.61
273177
13.13
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.S.O.R. Item No. 5.07 (II)
289.9
3032983
10462.17
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.S.O.R. Item No. 8.14 (ii)
5
8704
1740.9
(Hectometer stone (precast ) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting) Hectometer stone
12
6514
542.9
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
S.O.R. Item No. 8.4 (iv). (X)
1
7526
7526
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
S.O.R. Item No. 8.06
4.05
58292
14393.1
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.. S.O.R. Item No. 8.13
612.32
357778
584.3
Boundry piller (Hectometer stone (precast ) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting) Hectometer stone
80
43664
545.8
REPAIR OF CULVERT Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation
8.8
44483
5054.94
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
1.76
8631
4904.4
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204
70.4
7900
112.22
(RETAINING WALL 1.50M HEIGHT) 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. (Depth upto 3 m)
147
8202
55.8
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 Nominal mix 1:2:4
21
103164
4912.6
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar
100.8
483115
4792.81
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)
68.25
323094
4733.98
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
2.8
13732
4904.4
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.
69
7624
110.5
Flush Pointing with cement mortor (1:4), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204
105
6312
60.12
(RETAINING WALL 2.00M HEIGHT) 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. (Depth upto 3 m)
224
12499
55.8
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 Nominal mix 1:2:4
28
137552
4912.6
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar
159.6
764932
4792.81
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)
120
568077
4733.98
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
3.2
15694
4904.4
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.
79
8729
110.5
Flush Pointing with cement mortor (1:4), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204
160
9619
60.12
CULVERT(1X0.6MX0.6M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)
9.9
552
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
1.35
3486
2582.4
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 Nominal mix 1:2.5:5 (Hand mixing).
1.35
6632
4912.6
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation
2.43
11931
4910.01
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure
0.61
3083
5054.94
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
0.95
4659
4904.4
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-25 in Deck Slab)
1.8
10499
5833.18
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.26
23067
88380.05
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204
14.7
1649
112.22
CULVERT(1X1MX1M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)
64.41
3594
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
7.3
18851
2582.4
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 Nominal mix 1:2.5:5 (Hand mixing).
9.8
48143
4912.6
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation
33.62
165074
4910.01
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure
17.38
87854
5054.94
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
0.57
2795
4904.4
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-20)
3.81
20409
5356.82
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-25 in Deck Slab)
2.52
14699
5833.18
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
0.9
10915
12128.38
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.46
40654
88380.05
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204
39.74
4459
112.22
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 sqm.
7.68
617
80.4
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.
10
1105
110.5
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8
12.76
14581
1142.78
5.STRENGTHENING OF ROAD FROM MERALTO AMGAON 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. S.O.R. Item No. 2.2
1.8
35568
19760.3
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 Motor Grader
5676.71
27248
4.8
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)S.O.R. Item No. 3.18
5867.8
770442
131.3
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 all lifts and lead of 1000 metres Dismantling Brick/ Tile work/ rubble masonary/pitching/ etc. by mechanical means
16.8
2257
134.4
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 all lifts and lead of 1000 metres By Mechanical means Cement concrete Grade M-15 & M-20
2.88
1880
652.8
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.
1788.16
5037050
2816.89
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.S.O.R. Item No. 5.01 A (I)
11353.41
932569
82.14
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.S.O.R. Item No. 5.02 (II)
11353.41
184606
16.26
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.S.O.R. Item No. 5.03
567.67
4648121
8188.07
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.S.O.R. Item No. 5.02 (I)
11353.41
148956
13.12
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.S.O.R. Item No. 5.07 (II)
283.84
2943562
10370.5
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.S.O.R. Item No. 8.14 (ii)
4
6963
1740.9
(Hectometer stone (precast ) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting) Hectometer stone
12
6514
542.9
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
S.O.R. Item No. 8.4 (iv). (X)
1
7526
7526
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
S.O.R. Item No. 8.06
3.24
46633
14393.1
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.. S.O.R. Item No. 8.13
599.52
350299
584.3
Boundry piller (precast ) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)
60
32748
545.8
REPAIR OF CULVERT Course Rubble Stone Masonry Work in Cement Mortar 1:4 in Foundation complete as per Drawing and Technical Specifications.
11
54588
4962.6
Providing P.C.C. & R.C.C. M-150 in coping with nominal mix (1:2:4) all complete job as per design, drawing and relevant clause of MOST specification and direction of E/I.
2.2
10621
4827.93
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
88
9815
111.54
(RETAINING WALL 1.50M HEIGHT) 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. (Depth upto 3 m)
168
9374
55.8
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 Nominal mix 1:2:4
24
116067
4836.13
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar
115.2
541451
4700.1
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)
78
362420
4646.42
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
3.2
15449
4827.93
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.
79
8729
110.5
Flush Pointing with cement mortor (1:4), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204
120
7197
59.98
CULVERT(1X1MX1M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)
64.41
3594
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
7.3
18307
2507.84
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing).
9.8
47394
4836.13
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation
33.62
161974
4817.79
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure
17.38
86249
4962.6
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
0.57
2751
4827.93
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-20)
3.81
20121
5281.3
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-25 in Deck Slab)
2.52
14513
5759.52
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
0.9
10849
12054.72
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.46
40654
88380.05
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204
39.74
4432
111.54
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 sqm.
7.68
617
80.4
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.
10
1105
110.5
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8
12.76
14581
1142.78
6.STRENGTHENING OF ROAD FROM GOVINDPUR TO BHURKELA ROAD LAWA NADI BRIDGE VIA KAMALPUR 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. S.O.R. Item No. 2.2
1.56
30826
19760.3
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)S.O.R. Item No. 3.18
10649.61
1398293
131.3
Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures gradedand compacted to meet requirement of Table 300-2.
211.33
12992
61.48
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.
291.95
973291
3333.76
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.S.O.R. Item No. 5.01 A (I)
2205.76
181335
82.21
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.S.O.R. Item No. 5.02 (II)
2205.76
35909
16.28
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.S.O.R. Item No. 5.03
538.69
4693131
8712.12
Tack Coat on Cement Concrete Pavement 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
1568.78
30465
19.42
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.S.O.R. Item No. 5.02 (I)
19275.43
253471
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.S.O.R. Item No. 5.07 (II)
288.8
3150862
10910.19
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.S.O.R. Item No. 8.14 (ii)
5
8704
1740.9
(Hectometer stone (precast ) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting) Hectometer stone
13
7057
542.9
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
S.O.R. Item No. 8.4 (iv). (X)
2
15052
7526
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
S.O.R. Item No. 8.06
1.35
19430
14393.1
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.. S.O.R. Item No. 8.13
610
356423
584.3
Boundry piller (precast ) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)
120
65496
545.8
(RETAINING WALL 1.00M HEIGHT) 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. (Depth upto 3 m)
156
8704
55.8
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 Nominal mix 1:2:4
26
134601
5176.97
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar
102.5
529975
5170.49
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)
57.5
292121
5080.38
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
4
20675
5168.77
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.
99
11063
111.75
Flush Pointing with cement mortor (1:4), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204
100
5999
59.99
(RETAINING WALL 2.00M HEIGHT) 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. (Depth upto 3 m)
136
7588
55.8
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 Nominal mix 1:2:4
17
88008
5176.97
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar
96.25
497659
5170.49
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)
72.5
368327
5080.38
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
1.5
7753
5168.77
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.
48
5364
111.75
Flush Pointing with cement mortor (1:4), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204
100
11161
111.61
REPAIR OF CULVERT Course Rubble Stone Masonry Work in Cement Mortar 1:4 in Foundation complete as per Drawing and Technical Specifications.
2.08
11302
5433.68
Providing P.C.C. & R.C.C. M-150 in coping with nominal mix (1:2:4) all complete job as per design, drawing and relevant clause of MOST specification and direction of E/I.
0.25
1302
5168.77
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
14.03
1565
111.61
CULVERT(1X0.6MX0.6M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)
9.9
552
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
1.35
3989
2955.14
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 Nominal mix 1:2.5:5 (Hand mixing).
1.35
6988
5176.97
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation
2.43
12850
5288.13
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure
0.61
3314
5433.68
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
0.95
4910
5168.77
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-25 in Deck Slab)
1.8
10952
6084.7
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.26
23069
88389.81
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204
14.7
1640
111.61
Goods & Service Tax (G.S.T.) -
123192687.35
22174683
0.18
Labour Cess -
145367371.08
1453673
0.01
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