}

Construction Of 45 Mtr Span Steel Bridge Over Rungdung Khola And 8 Other Works In West Sikkim, West-Sikkim

State Rural Roads Development -SRRD has published Construction Of 45 Mtr Span Steel Bridge Over Rungdung Khola And 8 Other Works In West Sikkim. Submission Date for this Tender is 20-05-2021. Bridge Work Tenders in West Sikkim. Bidders can get complete Tender details and download the document.




Tender Notice

27713007
Construction Of 45 Mtr Span Steel Bridge Over Rungdung Khola And 8 Other Works In West Sikkim
Open Tender
Indian
Sikkim
West
20-05-2021

Tender Details

Construction Of 45 Mtr Span Steel Bridge Over Rungdung Khola And 8 Other Works In West Sikkim

Key Value

Document Fees
INR 200000 /-
EMD
INR 5775959.0 /-
Tender Value
INR 23.10 Crore /-

BOQ Items

Name of Work:Construction of 45 mtr span steel bridge over Rungdung Khola & 8 other works in West Sikkim
Sl. No. Item Description Item Code / Make Quantity Units
1 1 45 mtr span steel bridgeover Rungdung Khola BI01010001010000000000000515BI0100001113
2 1.01 (ii) Excavation in Hilly Areas in Soil by mechanical means. BI01010001010000000000000515BI0100001114
3 1.02 (A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 BI01010001010000000000000515BI0100001115 2100 Cum
4 1.03 Construction of Embankment with material obtained from Roadway cutting BI01010001010000000000000515BI0100001116
5 1.04 Construction of Embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5 BI01010001010000000000000515BI0100001117 180 Cum
6 1.05 Compacting Original Ground. BI01010001010000000000000515BI0100001118
7 1.06 (ii) Compacting original ground supporting subgrade. BI01010001010000000000000515BI0100001119
8 1.07 Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2. BI01010001010000000000000515BI0100001120 600 Sqm
9 1.08 Granular Sub-Base with well graded material (Table 400.1) BI01010001010000000000000515BI0100001121
10 1.09 (A) By Mix in Place Method. BI01010001010000000000000515BI0100001122
11 1.1 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401. BI01010001010000000000000515BI0100001123
12 1.11 (i) For Grading I Material. BI01010001010000000000000515BI0100001124 75 Cum
13 1.12 Water Bound Macadam with Crushable Screenings BI01010001010000000000000515BI0100001125
14 1.13 (2) WBM Grading 2 BI01010001010000000000000515BI0100001126
15 1.14 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. BI01010001010000000000000515BI0100001127
16 1.15 (A) By manual means. BI01010001010000000000000515BI0100001128 45 Cum
17 1.16 (3) WBM Grading 3 BI01010001010000000000000515BI0100001129
18 1.17 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. BI01010001010000000000000515BI0100001130
19 1.18 (A) By manual means. BI01010001010000000000000515BI0100001131 45 Cum
20 1.19 Prime Coat BI01010001010000000000000515BI0100001132
21 1.2 (i) Low porosity BI01010001010000000000000515BI0100001133
22 1.21 Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. BI01010001010000000000000515BI0100001134 462.5 Sqm
23 1.22 Tack Coat BI01010001010000000000000515BI0100001135
24 1.23 (iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503. BI01010001010000000000000515BI0100001136 462.5 Sqm
25 1.24 20mm thick Open-Graded Premix Carpet BI01010001010000000000000515BI0100001137
26 1.25 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 BI01010001010000000000000515BI0100001138
27 1.26 By Manual Means BI01010001010000000000000515BI0100001139 462.5 Sqm
28 1.27 Seal Coat BI01010001010000000000000515BI0100001140
29 1.28 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 BI01010001010000000000000515BI0100001141
30 1.29 Type B(ii) Bitumen (S-65) BI01010001010000000000000515BI0100001142 462.5 Sqm
31 1.3 Construction of earthen shoulder. BI01010001010000000000000515BI0100001143
32 1.31 Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1. BI01010001010000000000000515BI0100001144 45.375 Cum
33 1.32 Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means BI01010001010000000000000515BI0100001145
34 1.33 i) Loading of aggregates BI01010001010000000000000515BI0100001146 211.439 Cum
35 1.34 ii) Loading of sand BI01010001010000000000000515BI0100001147 31.525 Cum
36 1.35 Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means BI01010001010000000000000515BI0100001148
37 1.36 iii) Unloading of aggregates BI01010001010000000000000515BI0100001149 211.439 Cum
38 1.37 iii) Unloading of sand BI01010001010000000000000515BI0100001150 31.525 Cum
39 1.38 Loading and unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001151
40 1.39 i) Loading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001152 2.074 ton
41 1.4 ii) Unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001153 2.074 ton
42 1.41 Haulage excluding Loading and Unloading BI01010001010000000000000515BI0100001154
43 1.42 Haulage of materials by tipper excluding cost of loading, unloading and stacking BI01010001010000000000000515BI0100001155
44 1.43 Case-I : Surfaced road BI01010001010000000000000515BI0100001156
45 1.44 a) Sand lead distance 90 Km BI01010001010000000000000515BI0100001157 5220 T/Km
46 1.45 b) Aggregates ad distance 90 Km BI01010001010000000000000515BI0100001158 33120 T/Km
47 1.46 c) Bitumen ad distance 120 Km BI01010001010000000000000515BI0100001159 248.909 T/Km
48 1.47 Case-III : Katcha Track BI01010001010000000000000515BI0100001160
49 1.48 a) Sand lead distance 16 Km BI01010001010000000000000515BI0100001161 928 T/Km
50 1.49 b) Aggregates lead distance 16 Km BI01010001010000000000000515BI0100001162 5888 T/Km
51 1.5 c) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100001163
52 1.51 Earthwork in excavation for structures as per drawing and technical Specification Clause 305.1. including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. BI01010001010000000000000515BI0100001164
53 1.52 I. Ordinary soil (upto 3m depth) BI01010001010000000000000515BI0100001165 555 Cum
54 1.53 Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203. BI01010001010000000000000515BI0100001166
55 1.54 I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing) BI01010001010000000000000515BI0100001167 55.6 Cum
56 1.55 Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 BI01010001010000000000000515BI0100001168
57 1.56 II. Course rubble masonry (2nd sort) BI01010001010000000000000515BI0100001169 1015.84 Cum
58 1.57 Providing and laying filter media with granular crush aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind retaining wall to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 BI01010001010000000000000515BI0100001170 504 Cum
59 1.58 Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 BI01010001010000000000000515BI0100001171
60 1.59 I. Random rubble masonry BI01010001010000000000000515BI0100001172 15.24 Cum
61 1.6 Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204 BI01010001010000000000000515BI0100001173 150.36 Sqm
62 1.61 Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11 BI01010001010000000000000515BI0100001174 110 Rm
63 1.62 Loading and unloading by manual means BI01010001010000000000000515BI0100001175
64 1.63 i) Loading of masonry stone BI01010001010000000000000515BI0100001176 1196.4 m3
65 1.64 i) Loading of aggregates BI01010001010000000000000515BI0100001177 663.6 m3
66 1.65 ii) Loading of sand BI01010001010000000000000515BI0100001178 390.8 m3
67 1.66 Loading and unloading by Mechanical means BI01010001010000000000000515BI0100001179
68 1.67 iii) Unloading of masonry stone BI01010001010000000000000515BI0100001180 1196.4 m3
69 1.68 iii) Unloading of aggregates BI01010001010000000000000515BI0100001181 663.6 m3
70 1.69 iii) Unloading of sand BI01010001010000000000000515BI0100001182 390.8 m3
71 1.7 Loading and unloading of cement by manual means BI01010001010000000000000515BI0100001183
72 1.71 i) Loading of cement BI01010001010000000000000515BI0100001184 190.8 ton
73 1.72 ii) Unloading of cement BI01010001010000000000000515BI0100001185 190.8 ton
74 1.73 Haulage of materials by tipper excluding cost of loading, unloading and stacking BI01010001010000000000000515BI0100001186
75 1.74 Case-I : Surfaced road BI01010001010000000000000515BI0100001187
76 1.75 a) Sand lead distance 90 Km BI01010001010000000000000515BI0100001188 68400 T/Km
77 1.76 b) Aggregates lead distance 90 Km BI01010001010000000000000515BI0100001189 104400 T/Km
78 1.77 c) Cement lead distance 120Km BI01010001010000000000000515BI0100001190 22896 T/Km
79 1.78 d) Masonry stone lead distance 30 Km BI01010001010000000000000515BI0100001191 61200 T/Km
80 1.79 Case-III : Katcha Track BI01010001010000000000000515BI0100001192
81 1.8 a) Sand lead distance 16 Km BI01010001010000000000000515BI0100001193 12160 T/Km
82 1.81 b) Aggregates lead distance 16 Km BI01010001010000000000000515BI0100001194 18560 T/Km
83 1.82 c) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100001195
84 1.83 d) Masonry stone lead distance 5.0Km BI01010001010000000000000515BI0100001196 16320 T/Km
85 1.84 Foundation BI01010001010000000000000515BI0100001197
86 1.85 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. BI01010001010000000000000515BI0100001198
87 1.86 Ordinary soil BI01010001010000000000000515BI0100001199
88 1.87 Upto 3 m depth BI01010001010000000000000515BI0100001200 1011.85 cum
89 1.88 3 m to 6 m depth BI01010001010000000000000515BI0100001201 414.182 cum
90 1.89 Ordinary rock BI01010001010000000000000515BI0100001202 674.569 cum
91 1.9 Hard rock (requiring blasting) BI01010001010000000000000515BI0100001203 276.122 cum
92 1.91 Hard rock (blasting prohibited) BI01010001010000000000000515BI0100001204
93 1.92 Filling annular space around footing in rock as per technical specification Clause 1203.4.3. BI01010001010000000000000515BI0100001205
94 1.93 P.C.C grade M 15 (Nominal mix 1:2.5:5) BI01010001010000000000000515BI0100001206 30.056 cum
95 1.94 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 BI01010001010000000000000515BI0100001207
96 1.95 P.C.C grade M 15 BI01010001010000000000000515BI0100001208
97 1.96 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100001209 18.156 cum
98 1.97 R.C.C. grade M 30 BI01010001010000000000000515BI0100001210 128.57 cum
99 1.98 Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 BI01010001010000000000000515BI0100001211 34.186 MT
100 1.99 Sub Structure BI01010001010000000000000515BI0100001212
101 2 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 BI01010001010000000000000515BI0100001213
102 2.01 For height upto 5 m BI01010001010000000000000515BI0100001214
103 2.02 R.C.C. grade M30 BI01010001010000000000000515BI0100001215 96.617 cum
104 2.03 For height 5 to 10 m BI01010001010000000000000515BI0100001216 72.463 cum
105 2.04 For heightabove 10 m BI01010001010000000000000515BI0100001217 72.463 cum
106 2.05 Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 BI01010001010000000000000515BI0100001218 43.478 MT
107 2.06 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 BI01010001010000000000000515BI0100001219 152 Nos.
108 2.07 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 BI01010001010000000000000515BI0100001220
109 2.08 Granular material BI01010001010000000000000515BI0100001221 455.959 cum
110 2.09 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 BI01010001010000000000000515BI0100001222 57.685 cum
111 2.1 Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications. BI01010001010000000000000515BI0100001223 620 tonne capacit
112 2.11 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1 BI01010001010000000000000515BI0100001224 20480 cucm
113 2.12 Super Structure BI01010001010000000000000515BI0100001225
114 2.13 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 BI01010001010000000000000515BI0100001226
115 2.14 R.C.C. Grade M 30 BI01010001010000000000000515BI0100001227 99.567 Cum
116 2.15 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 BI01010001010000000000000515BI0100001228 12.446 MT
117 2.16 Providing steel R.S.Js/ built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications clause 1205.6 BI01010001010000000000000515BI0100001229 126.318 MT
118 2.17 Drainage spouts complete as per drawing and technical specifications Clause 1209 BI01010001010000000000000515BI0100001230 18 Nos.
119 2.18 P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 BI01010001010000000000000515BI0100001231
120 2.19 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100001232 3.833 cum
121 2.2 Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 BI01010001010000000000000515BI0100001233 12.18 cum
122 2.21 Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5 BI01010001010000000000000515BI0100001234 13 Rm
123 2.22 Filler Joint BI01010001010000000000000515BI0100001235
124 2.23 Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications BI01010001010000000000000515BI0100001236 11.6 Rm
125 2.24 Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. BI01010001010000000000000515BI0100001237 15.4 cum
126 2.25 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. BI01010001010000000000000515BI0100001238
127 2.26 (i) Bitumen (S-90) BI01010001010000000000000515BI0100001239 308 Sqm
128 2.27 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 BI01010001010000000000000515BI0100001240
129 2.28 By Manual Means BI01010001010000000000000515BI0100001241
130 2.29 Case - II : Type B BI01010001010000000000000515BI0100001242
131 2.3 (I) Bitumen (S-90) BI01010001010000000000000515BI0100001243 308 Sqm
132 2.31 River Bank Protection Work BI01010001010000000000000515BI0100001244
133 2.32 Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 BI01010001010000000000000515BI0100001245
134 2.33 For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall BI01010001010000000000000515BI0100001246 180 Cum
135 2.34 Launching & Erection of superstructure as guide line of IRC -87-2018,IRC-22-2015 and IRC-24-2010 and Technical specification MoRT&H BI01010001010000000000000515BI0100001247 1 Nos.
136 2.35 Load Carrying capacity of bridge as guide line of IRC SP 037-2010 BI01010001010000000000000515BI0100001248 1 Nos.
137 2.36 Loading of stone aggregates BI01010001010000000000000515BI0100001249
138 2.37 M15 grade concrete BI01010001010000000000000515BI0100001250 41.636 Cum
139 2.38 M25 grade concrete BI01010001010000000000000515BI0100001251 10.962 Cum
140 2.39 M30 grade concrete BI01010001010000000000000515BI0100001252 422.712 Cum
141 2.4 Bituminous Macadam BI01010001010000000000000515BI0100001253 17.433 Cum
142 2.41 Premix carpet BI01010001010000000000000515BI0100001254 8.316 Cum
143 2.42 Seal coat BI01010001010000000000000515BI0100001255 1.848 Cum
144 2.43 Unloading of stone aggregates BI01010001010000000000000515BI0100001256
145 2.44 M15 grade concrete BI01010001010000000000000515BI0100001257 41.636 Cum
146 2.45 M25 grade concrete BI01010001010000000000000515BI0100001258 10.962 Cum
147 2.46 M30 grade concrete BI01010001010000000000000515BI0100001259 422.712 Cum
148 2.47 Bituminous Macadam BI01010001010000000000000515BI0100001260 17.433 Cum
149 2.48 Premix carpet BI01010001010000000000000515BI0100001261 8.316 Cum
150 2.49 Seal coat BI01010001010000000000000515BI0100001262
151 2.5 Loading of sand BI01010001010000000000000515BI0100001263
152 2.51 M15 grade concrete BI01010001010000000000000515BI0100001264 24.981 Cum
153 2.52 M25 grade concrete BI01010001010000000000000515BI0100001265 5.481 Cum
154 2.53 M30 grade concrete BI01010001010000000000000515BI0100001266 211.356 Cum
155 2.54 Bituminous Macadam BI01010001010000000000000515BI0100001267 4.358 Cum
156 2.55 Seal coat BI01010001010000000000000515BI0100001268 1.848 Cum
157 2.56 Unloading of sand BI01010001010000000000000515BI0100001269
158 2.57 M15 grade concrete BI01010001010000000000000515BI0100001270 24.981 Cum
159 2.58 M25 grade concrete BI01010001010000000000000515BI0100001271 5.481 Cum
160 2.59 M30 grade concrete BI01010001010000000000000515BI0100001272 211.356 Cum
161 2.6 Bituminous Macadam BI01010001010000000000000515BI0100001273 4.358 Cum
162 2.61 Seal coat BI01010001010000000000000515BI0100001274
163 2.62 Loading of cement and stacking BI01010001010000000000000515BI0100001275
164 2.63 M15 grade concrete BI01010001010000000000000515BI0100001276 14.312 MT
165 2.64 M25 grade concrete BI01010001010000000000000515BI0100001277 4.921 MT
166 2.65 M30 grade concrete BI01010001010000000000000515BI0100001278 201.962 MT
167 2.66 Unloading of cement and stacking BI01010001010000000000000515BI0100001279
168 2.67 M15 grade concrete BI01010001010000000000000515BI0100001280 16.654 MT
169 2.68 M25 grade concrete BI01010001010000000000000515BI0100001281 7.43 MT
170 2.69 M30 grade concrete BI01010001010000000000000515BI0100001282 333.473 MT
171 2.7 Loading steel and stacking BI01010001010000000000000515BI0100001283 94.615 MT
172 2.71 Unloading steel and stacking BI01010001010000000000000515BI0100001284 94.615 MT
173 2.72 Loading Bitumen Drums and stacking BI01010001010000000000000515BI0100001285
174 2.73 Bituminous Macadam BI01010001010000000000000515BI0100001286 1.109 MT
175 2.74 Premix carpet BI01010001010000000000000515BI0100001287 0.45 MT
176 2.75 Seal coat BI01010001010000000000000515BI0100001288 0.209 MT
177 2.76 Unloading Bitumen Drums and stacking BI01010001010000000000000515BI0100001289
178 2.77 Bituminous Macadam BI01010001010000000000000515BI0100001290 1.109 MT
179 2.78 Premix carpet BI01010001010000000000000515BI0100001291 0.45 MT
180 2.79 Seal coat BI01010001010000000000000515BI0100001292 0.209 MT
181 2.8 Cost of Haulage Excluding Loading and Unloading BI01010001010000000000000515BI0100001293
182 2.81 Surfaced Road BI01010001010000000000000515BI0100001294
183 2.82 a) Cement lead distance 120 Km BI01010001010000000000000515BI0100001295 26543.4 T.km
184 2.83 b) Stone Aggregates lead distance 90 Km BI01010001010000000000000515BI0100001296 45261.6 T.km
185 2.84 c) Sand lead distance 90 Km BI01010001010000000000000515BI0100001297 22322.2 T.km
186 2.85 d) Steel lead distance 120 Km BI01010001010000000000000515BI0100001298 11353.8 T.km
187 2.86 e) Bitumen lead distance 120 Km BI01010001010000000000000515BI0100001299 212.15 T.km
188 2.87 Unsurface road BI01010001010000000000000515BI0100001300
189 2.88 a) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100001301
190 2.89 b) Stone Aggregates lead distance 16 Km BI01010001010000000000000515BI0100001302 1418.69 T.km
191 2.9 c) Sand lead distance 16 Km BI01010001010000000000000515BI0100001303 776.812 T.km
192 2.91 d) Steel lead distance 0.0 Km BI01010001010000000000000515BI0100001304
193 2.92 e) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100001305
194 2.93 GST 12% on Civil Works BI01010001010000000000000515BI0100001306 1 Percentage
195 2.94 Labour Cess 1% BI01010001010000000000000515BI0100001307 1 Percentage
196 2.95 GST on Steel parts 18% BI01010001010000000000000515BI0100001308 1 Percentage
197 2.96 Labour Cess 1% BI01010001010000000000000515BI0100001309 1 Percentage
198 2.97 60 mtr spansteel bridge over Nor Khola-I BI01010001010000000000000515BI0100001310
199 2.98 (ii) Excavation in Hilly Areas in Soil by mechanical means. BI01010001010000000000000515BI0100001311
200 2.99 (A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 BI01010001010000000000000515BI0100001312 2100 Cum
201 3 Construction of Embankment with material obtained from Roadway cutting BI01010001010000000000000515BI0100001313
202 3.01 Construction of Embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5 BI01010001010000000000000515BI0100001314 180 Cum
203 3.02 Compacting Original Ground. BI01010001010000000000000515BI0100001315
204 3.03 (ii) Compacting original ground supporting subgrade. BI01010001010000000000000515BI0100001316
205 3.04 Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2. BI01010001010000000000000515BI0100001317 600 Sqm
206 3.05 Granular Sub-Base with well graded material (Table 400.1) BI01010001010000000000000515BI0100001318
207 3.06 (A) By Mix in Place Method. BI01010001010000000000000515BI0100001319
208 3.07 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401. BI01010001010000000000000515BI0100001320
209 3.08 (i) For Grading I Material. BI01010001010000000000000515BI0100001321 75 Cum
210 3.09 Water Bound Macadam with Crushable Screenings BI01010001010000000000000515BI0100001322
211 3.1 (2) WBM Grading 2 BI01010001010000000000000515BI0100001323
212 3.11 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. BI01010001010000000000000515BI0100001324
213 3.12 (A) By manual means. BI01010001010000000000000515BI0100001325 45 Cum
214 3.13 (3) WBM Grading 3 BI01010001010000000000000515BI0100001326
215 3.14 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. BI01010001010000000000000515BI0100001327
216 3.15 (A) By manual means. BI01010001010000000000000515BI0100001328 45 Cum
217 3.16 Prime Coat BI01010001010000000000000515BI0100001329
218 3.17 (i) Low porosity BI01010001010000000000000515BI0100001330
219 3.18 Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. BI01010001010000000000000515BI0100001331 462.5 Sqm
220 3.19 Tack Coat BI01010001010000000000000515BI0100001332
221 3.2 (iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503. BI01010001010000000000000515BI0100001333 462.5 Sqm
222 3.21 20mm thick Open-Graded Premix Carpet BI01010001010000000000000515BI0100001334
223 3.22 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 BI01010001010000000000000515BI0100001335
224 3.23 By Manual Means BI01010001010000000000000515BI0100001336 462.5 Sqm
225 3.24 Seal Coat BI01010001010000000000000515BI0100001337
226 3.25 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 BI01010001010000000000000515BI0100001338
227 3.26 Type B(ii) Bitumen (S-65) BI01010001010000000000000515BI0100001339 462.5 Sqm
228 3.27 Construction of earthen shoulder. BI01010001010000000000000515BI0100001340
229 3.28 Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1. BI01010001010000000000000515BI0100001341 45.375 Cum
230 3.29 Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means BI01010001010000000000000515BI0100001342
231 3.3 i) Loading of aggregates BI01010001010000000000000515BI0100001343 211.439 Cum
232 3.31 ii) Loading of sand BI01010001010000000000000515BI0100001344 31.525 Cum
233 3.32 Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means BI01010001010000000000000515BI0100001345
234 3.33 iii) Unloading of aggregates BI01010001010000000000000515BI0100001346 211.439 Cum
235 3.34 iii) Unloading of sand BI01010001010000000000000515BI0100001347 31.525 Cum
236 3.35 Loading and unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001348
237 3.36 i) Loading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001349 2.074 ton
238 3.37 ii) Unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001350 2.074 ton
239 3.38 Haulage excluding Loading and Unloading BI01010001010000000000000515BI0100001351
240 3.39 Haulage of materials by tipper excluding cost of loading, unloading and stacking BI01010001010000000000000515BI0100001352
241 3.4 Case-I : Surfaced road BI01010001010000000000000515BI0100001353
242 3.41 a) Sand lead distance 90 Km BI01010001010000000000000515BI0100001354 5220 T/Km
243 3.42 b) Aggregates ad distance 90 Km BI01010001010000000000000515BI0100001355 33120 T/Km
244 3.43 c) Bitumen ad distance 125 Km BI01010001010000000000000515BI0100001356 259.28 T/Km
245 3.44 Case-III : Katcha Track BI01010001010000000000000515BI0100001357
246 3.45 a) Sand lead distance 15Km BI01010001010000000000000515BI0100001358 870 T/Km
247 3.46 b) Aggregates lead distance 15 Km BI01010001010000000000000515BI0100001359 5520 T/Km
248 3.47 c) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100001360
249 3.48 Earthwork in excavation for structures as per drawing and technical Specification Clause 305.1. including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. BI01010001010000000000000515BI0100001361
250 3.49 I. Ordinary soil (upto 3m depth) BI01010001010000000000000515BI0100001362 408.75 Cum
251 3.5 Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203. BI01010001010000000000000515BI0100001363
252 3.51 I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing) BI01010001010000000000000515BI0100001364 40.95 Cum
253 3.52 Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 BI01010001010000000000000515BI0100001365
254 3.53 II. Course rubble masonry (2nd sort) BI01010001010000000000000515BI0100001366 728.56 Cum
255 3.54 Providing and laying filter media with granular crush aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind retaining wall to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 BI01010001010000000000000515BI0100001367 366 Cum
256 3.55 Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 BI01010001010000000000000515BI0100001368
257 3.56 I. Random rubble masonry BI01010001010000000000000515BI0100001369 10.16 Cum
258 3.57 Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204 BI01010001010000000000000515BI0100001370 100.24 Sqm
259 3.58 Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11 BI01010001010000000000000515BI0100001371 90 Rm
260 3.59 Loading and unloading by manual means BI01010001010000000000000515BI0100001372
261 3.6 i) Loading of masonry stone BI01010001010000000000000515BI0100001373 857.1 m3
262 3.61 i) Loading of aggregates BI01010001010000000000000515BI0100001374 482.9 m3
263 3.62 ii) Loading of sand BI01010001010000000000000515BI0100001375 280.7 m3
264 3.63 Loading and unloading by Mechanical means BI01010001010000000000000515BI0100001376
265 3.64 iii) Unloading of masonry stone BI01010001010000000000000515BI0100001377 857.1 m3
266 3.65 iii) Unloading of aggregates BI01010001010000000000000515BI0100001378 482.9 m3
267 3.66 iii) Unloading of sand BI01010001010000000000000515BI0100001379 280.7 m3
268 3.67 Loading and unloading of cement by manual means BI01010001010000000000000515BI0100001380
269 3.68 i) Loading of cement BI01010001010000000000000515BI0100001381 137.2 ton
270 3.69 ii) Unloading of cement BI01010001010000000000000515BI0100001382 137.2 ton
271 3.7 Haulage of materials by tipper excluding cost of loading, unloading and stacking BI01010001010000000000000515BI0100001383
272 3.71 Case-I : Surfaced road BI01010001010000000000000515BI0100001384
273 3.72 a) Sand lead distance 90 Km BI01010001010000000000000515BI0100001385 48600 T/Km
274 3.73 b) Aggregates lead distance 90 Km BI01010001010000000000000515BI0100001386 75600 T/Km
275 3.74 c) Cement lead distance 125 Km BI01010001010000000000000515BI0100001387 17150 T/Km
276 3.75 d) Masonry stone lead distance 30 Km BI01010001010000000000000515BI0100001388 43800 T/Km
277 3.76 Case-III : Katcha Track BI01010001010000000000000515BI0100001389
278 3.77 a) Sand lead distance 15 Km BI01010001010000000000000515BI0100001390 8100 T/Km
279 3.78 b) Aggregates lead distance 15 Km BI01010001010000000000000515BI0100001391 12600 T/Km
280 3.79 c) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100001392
281 3.8 d) Masonry stone lead distance 5.0Km BI01010001010000000000000515BI0100001393 7300 T/Km
282 3.81 Foundation BI01010001010000000000000515BI0100001394
283 3.82 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. BI01010001010000000000000515BI0100001395
284 3.83 Ordinary soil BI01010001010000000000000515BI0100001396
285 3.84 Upto 3 m depth BI01010001010000000000000515BI0100001397 1265.62 cum
286 3.85 3 m to 6 m depth BI01010001010000000000000515BI0100001398 584.181 cum
287 3.86 Ordinary rock BI01010001010000000000000515BI0100001399 843.745 cum
288 3.87 Hard rock (requiring blasting) BI01010001010000000000000515BI0100001400 389.454 cum
289 3.88 Hard rock (blasting prohibited) BI01010001010000000000000515BI0100001401 153.561 cum
290 3.89 Filling annular space around footing in rock as per technical specification Clause 1203.4.3. BI01010001010000000000000515BI0100001402
291 3.9 P.C.C grade M 15 (Nominal mix 1:2.5:5) BI01010001010000000000000515BI0100001403 30.056 cum
292 3.91 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 BI01010001010000000000000515BI0100001404
293 3.92 P.C.C grade M 15 BI01010001010000000000000515BI0100001405
294 3.93 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100001406 17.748 cum
295 3.94 R.C.C. grade M 30 BI01010001010000000000000515BI0100001407 125.58 cum
296 3.95 Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 BI01010001010000000000000515BI0100001408 33.392 MT
297 3.96 Sub Structure BI01010001010000000000000515BI0100001409
298 3.97 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 BI01010001010000000000000515BI0100001410
299 3.98 For height upto 5 m BI01010001010000000000000515BI0100001411
300 3.99 R.C.C. grade M30 BI01010001010000000000000515BI0100001412 89.16 cum
301 4 For height 5 to 10 m BI01010001010000000000000515BI0100001413 66.87 cum
302 4.01 For heightabove 10 m BI01010001010000000000000515BI0100001414 66.87 cum
303 4.02 Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 BI01010001010000000000000515BI0100001415 40.122 MT
304 4.03 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 BI01010001010000000000000515BI0100001416 156 Nos.
305 4.04 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 BI01010001010000000000000515BI0100001417
306 4.05 Granular material BI01010001010000000000000515BI0100001418 415.541 cum
307 4.06 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 BI01010001010000000000000515BI0100001419 54.879 cum
308 4.07 Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications. BI01010001010000000000000515BI0100001420 620 tonne capacit
309 4.08 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1 BI01010001010000000000000515BI0100001421 20480 cucm
310 4.09 Super Structure BI01010001010000000000000515BI0100001422
311 4.1 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 BI01010001010000000000000515BI0100001423
312 4.11 R.C.C. Grade M 30 BI01010001010000000000000515BI0100001424 130.302 Cum
313 4.12 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 BI01010001010000000000000515BI0100001425 16.288 MT
314 4.13 Providing steel R.S.Js/ built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications clause 1205.6 BI01010001010000000000000515BI0100001426 222.835 MT
315 4.14 Drainage spouts complete as per drawing and technical specifications Clause 1209 BI01010001010000000000000515BI0100001427 24 Nos.
316 4.15 P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 BI01010001010000000000000515BI0100001428
317 4.16 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100001429 3.833 cum
318 4.17 Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 BI01010001010000000000000515BI0100001430 12.18 cum
319 4.18 Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5 BI01010001010000000000000515BI0100001431 13 Rm
320 4.19 Filler Joint BI01010001010000000000000515BI0100001432
321 4.2 Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications BI01010001010000000000000515BI0100001433 11.6 Rm
322 4.21 Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. BI01010001010000000000000515BI0100001434 19.525 cum
323 4.22 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. BI01010001010000000000000515BI0100001435
324 4.23 (i) Bitumen (S-90) BI01010001010000000000000515BI0100001436 390.5 Sqm
325 4.24 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 BI01010001010000000000000515BI0100001437
326 4.25 By Manual Means BI01010001010000000000000515BI0100001438
327 4.26 Case - II : Type B BI01010001010000000000000515BI0100001439
328 4.27 (I) Bitumen (S-90) BI01010001010000000000000515BI0100001440 390.5 Sqm
329 4.28 River Bank Protection Work BI01010001010000000000000515BI0100001441
330 4.29 Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 BI01010001010000000000000515BI0100001442
331 4.3 For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall BI01010001010000000000000515BI0100001443 180 Cum
332 4.31 Launching & Erection of superstructure as guide line of IRC -87-2018,IRC-22-2015 and IRC-24-2010 and Technical specification MoRT&H BI01010001010000000000000515BI0100001444 1 Nos.
333 4.32 Load Carrying capacity of bridge as guide line of IRC SP 037-2010 BI01010001010000000000000515BI0100001445 1 Nos.
334 4.33 Loading of stone aggregates BI01010001010000000000000515BI0100001446
335 4.34 M15 grade concrete BI01010001010000000000000515BI0100001447 41.309 Cum
336 4.35 M25 grade concrete BI01010001010000000000000515BI0100001448 10.962 Cum
337 4.36 M30 grade concrete BI01010001010000000000000515BI0100001449 430.904 Cum
338 4.37 Bituminous Macadam BI01010001010000000000000515BI0100001450 22.102 Cum
339 4.38 Premix carpet BI01010001010000000000000515BI0100001451 10.544 Cum
340 4.39 Seal coat BI01010001010000000000000515BI0100001452 2.343 Cum
341 4.4 Unloading of stone aggregates BI01010001010000000000000515BI0100001453
342 4.41 M15 grade concrete BI01010001010000000000000515BI0100001454 41.309 Cum
343 4.42 M25 grade concrete BI01010001010000000000000515BI0100001455 10.962 Cum
344 4.43 M30 grade concrete BI01010001010000000000000515BI0100001456 430.904 Cum
345 4.44 Bituminous Macadam BI01010001010000000000000515BI0100001457 22.102 Cum
346 4.45 Premix carpet BI01010001010000000000000515BI0100001458 10.544 Cum
347 4.46 Seal coat BI01010001010000000000000515BI0100001459
348 4.47 Loading of sand BI01010001010000000000000515BI0100001460
349 4.48 M15 grade concrete BI01010001010000000000000515BI0100001461 24.786 Cum
350 4.49 M25 grade concrete BI01010001010000000000000515BI0100001462 5.481 Cum
351 4.5 M30 grade concrete BI01010001010000000000000515BI0100001463 215.452 Cum
352 4.51 Bituminous Macadam BI01010001010000000000000515BI0100001464 5.526 Cum
353 4.52 Seal coat BI01010001010000000000000515BI0100001465 2.343 Cum
354 4.53 Unloading of sand BI01010001010000000000000515BI0100001466
355 4.54 M15 grade concrete BI01010001010000000000000515BI0100001467 24.786 Cum
356 4.55 M25 grade concrete BI01010001010000000000000515BI0100001468 5.481 Cum
357 4.56 M30 grade concrete BI01010001010000000000000515BI0100001469 215.452 Cum
358 4.57 Bituminous Macadam BI01010001010000000000000515BI0100001470 5.526 Cum
359 4.58 Seal coat BI01010001010000000000000515BI0100001471
360 4.59 Loading of cement and stacking BI01010001010000000000000515BI0100001472
361 4.6 M15 grade concrete BI01010001010000000000000515BI0100001473 14.2 MT
362 4.61 M25 grade concrete BI01010001010000000000000515BI0100001474 4.921 MT
363 4.62 M30 grade concrete BI01010001010000000000000515BI0100001475 205.876 MT
364 4.63 Unloading of cement and stacking BI01010001010000000000000515BI0100001476
365 4.64 M15 grade concrete BI01010001010000000000000515BI0100001477 16.524 MT
366 4.65 M25 grade concrete BI01010001010000000000000515BI0100001478 7.43 MT
367 4.66 M30 grade concrete BI01010001010000000000000515BI0100001479 339.935 MT
368 4.67 Loading steel and stacking BI01010001010000000000000515BI0100001480 94.292 MT
369 4.68 Unloading steel and stacking BI01010001010000000000000515BI0100001481 94.292 MT
370 4.69 Loading Bitumen Drums and stacking BI01010001010000000000000515BI0100001482
371 4.7 Bituminous Macadam BI01010001010000000000000515BI0100001483 1.406 MT
372 4.71 Premix carpet BI01010001010000000000000515BI0100001484 0.57 MT
373 4.72 Seal coat BI01010001010000000000000515BI0100001485 0.266 MT
374 4.73 Unloading Bitumen Drums and stacking BI01010001010000000000000515BI0100001486
375 4.74 Bituminous Macadam BI01010001010000000000000515BI0100001487 1.406 MT
376 4.75 Premix carpet BI01010001010000000000000515BI0100001488 0.57 MT
377 4.76 Seal coat BI01010001010000000000000515BI0100001489 0.266 MT
378 4.77 Cost of Haulage Excluding Loading and Unloading BI01010001010000000000000515BI0100001490
379 4.78 Surfaced Road BI01010001010000000000000515BI0100001491
380 4.79 a) Cement lead distance 125 Km BI01010001010000000000000515BI0100001492 28124.6 T.km
381 4.8 b) Stone Aggregates lead distance 90 Km BI01010001010000000000000515BI0100001493 46634.7 T.km
382 4.81 c) Sand lead distance 90 Km BI01010001010000000000000515BI0100001494 22822.8 T.km
383 4.82 d) Steel lead distance 125 Km BI01010001010000000000000515BI0100001495 11786.5 T.km
384 4.83 e) Bitumen lead distance 125 Km BI01010001010000000000000515BI0100001496 280.184 T.km
385 4.84 Unsurface road BI01010001010000000000000515BI0100001497
386 4.85 a) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100001498
387 4.86 b) Stone Aggregates lead distance 15 Km BI01010001010000000000000515BI0100001499 1311.24 T.km
388 4.87 c) Sand lead distance 15 Km BI01010001010000000000000515BI0100001500 835.356 T.km
389 4.88 d) Steel lead distance 0.0 Km BI01010001010000000000000515BI0100001501
390 4.89 e) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100001502
391 4.9 GST 12% on Civil Works BI01010001010000000000000515BI0100001503 1 Percentage
392 4.91 Labour Cess 1% BI01010001010000000000000515BI0100001504 1 Percentage
393 4.92 GST on Steel parts 18% BI01010001010000000000000515BI0100001505 1 Percentage
394 4.93 Labour Cess 1% BI01010001010000000000000515BI0100001506 1 Percentage
395 4.94 20 mtr span steel bridge over Burja Khola BI01010001010000000000000515BI0100001507
396 4.95 (ii) Excavation in Hilly Areas in Soil by mechanical means. BI01010001010000000000000515BI0100001508
397 4.96 (A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 BI01010001010000000000000515BI0100001509 1050 Cum
398 4.97 Construction of Embankment with material obtained from Roadway cutting BI01010001010000000000000515BI0100001510
399 4.98 Construction of Embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5 BI01010001010000000000000515BI0100001511 180 Cum
400 4.99 Compacting Original Ground. BI01010001010000000000000515BI0100001512
401 5 (ii) Compacting original ground supporting subgrade. BI01010001010000000000000515BI0100001513
402 5.01 Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2. BI01010001010000000000000515BI0100001514 300 Sqm
403 5.02 Granular Sub-Base with well graded material (Table 400.1) BI01010001010000000000000515BI0100001515
404 5.03 (A) By Mix in Place Method. BI01010001010000000000000515BI0100001516
405 5.04 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401. BI01010001010000000000000515BI0100001517
406 5.05 (i) For Grading I Material. BI01010001010000000000000515BI0100001518 37.5 Cum
407 5.06 Water Bound Macadam with Crushable Screenings BI01010001010000000000000515BI0100001519
408 5.07 (2) WBM Grading 2 BI01010001010000000000000515BI0100001520
409 5.08 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. BI01010001010000000000000515BI0100001521
410 5.09 (A) By manual means. BI01010001010000000000000515BI0100001522 22.5 Cum
411 5.1 (3) WBM Grading 3 BI01010001010000000000000515BI0100001523
412 5.11 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. BI01010001010000000000000515BI0100001524
413 5.12 (A) By manual means. BI01010001010000000000000515BI0100001525 22.5 Cum
414 5.13 Prime Coat BI01010001010000000000000515BI0100001526
415 5.14 (i) Low porosity BI01010001010000000000000515BI0100001527
416 5.15 Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. BI01010001010000000000000515BI0100001528 231.25 Sqm
417 5.16 Tack Coat BI01010001010000000000000515BI0100001529
418 5.17 (iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503. BI01010001010000000000000515BI0100001530 231.25 Sqm
419 5.18 20mm thick Open-Graded Premix Carpet BI01010001010000000000000515BI0100001531
420 5.19 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 BI01010001010000000000000515BI0100001532
421 5.2 By Manual Means BI01010001010000000000000515BI0100001533 231.25 Sqm
422 5.21 Seal Coat BI01010001010000000000000515BI0100001534
423 5.22 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 BI01010001010000000000000515BI0100001535
424 5.23 Type B(ii) Bitumen (S-65) BI01010001010000000000000515BI0100001536 231.25 Sqm
425 5.24 Construction of earthen shoulder. BI01010001010000000000000515BI0100001537
426 5.25 Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1. BI01010001010000000000000515BI0100001538 22.688 Cum
427 5.26 Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means BI01010001010000000000000515BI0100001539
428 5.27 i) Loading of aggregates BI01010001010000000000000515BI0100001540 105.719 Cum
429 5.28 ii) Loading of sand BI01010001010000000000000515BI0100001541 15.763 Cum
430 5.29 Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means BI01010001010000000000000515BI0100001542
431 5.3 iii) Unloading of aggregates BI01010001010000000000000515BI0100001543 105.719 Cum
432 5.31 iii) Unloading of sand BI01010001010000000000000515BI0100001544 15.763 Cum
433 5.32 Loading and unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001545
434 5.33 i) Loading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001546 1.037 ton
435 5.34 ii) Unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001547 1.037 ton
436 5.35 Haulage excluding Loading and Unloading BI01010001010000000000000515BI0100001548
437 5.36 Haulage of materials by tipper excluding cost of loading, unloading and stacking BI01010001010000000000000515BI0100001549
438 5.37 Case-I : Surfaced road BI01010001010000000000000515BI0100001550
439 5.38 a) Sand lead distance 90 Km BI01010001010000000000000515BI0100001551 2610 T/Km
440 5.39 b) Aggregates ad distance 90 Km BI01010001010000000000000515BI0100001552 16560 T/Km
441 5.4 c) Bitumen ad distance 125 Km BI01010001010000000000000515BI0100001553 129.64 T/Km
442 5.41 Case-III : Katcha Track BI01010001010000000000000515BI0100001554
443 5.42 a) Sand lead distance 10 Km BI01010001010000000000000515BI0100001555 290 T/Km
444 5.43 b) Aggregates lead distance 10 Km BI01010001010000000000000515BI0100001556 1840 T/Km
445 5.44 c) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100001557
446 5.45 Earthwork in excavation for structures as per drawing and technical Specification Clause 305.1. including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. BI01010001010000000000000515BI0100001558
447 5.46 I. Ordinary soil (upto 3m depth) BI01010001010000000000000515BI0100001559 141.075 Cum
448 5.47 Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203. BI01010001010000000000000515BI0100001560
449 5.48 I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing) BI01010001010000000000000515BI0100001561 14.133 Cum
450 5.49 Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 BI01010001010000000000000515BI0100001562
451 5.5 II. Course rubble masonry (2nd sort) BI01010001010000000000000515BI0100001563 257.04 Cum
452 5.51 Providing and laying filter media with granular crush aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind retaining wall to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 BI01010001010000000000000515BI0100001564 127.8 Cum
453 5.52 Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 BI01010001010000000000000515BI0100001565
454 5.53 I. Random rubble masonry BI01010001010000000000000515BI0100001566 3.81 Cum
455 5.54 Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204 BI01010001010000000000000515BI0100001567 37.59 Sqm
456 5.55 Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11 BI01010001010000000000000515BI0100001568 28.5 Rm
457 5.56 Loading and unloading by manual means BI01010001010000000000000515BI0100001569
458 5.57 i) Loading of masonry stone BI01010001010000000000000515BI0100001570 302.67 m3
459 5.58 i) Loading of aggregates BI01010001010000000000000515BI0100001571 168.33 m3
460 5.59 ii) Loading of sand BI01010001010000000000000515BI0100001572 98.91 m3
461 5.6 Loading and unloading by Mechanical means BI01010001010000000000000515BI0100001573
462 5.61 iii) Unloading of masonry stone BI01010001010000000000000515BI0100001574 302.67 m3
463 5.62 iii) Unloading of aggregates BI01010001010000000000000515BI0100001575 168.33 m3
464 5.63 iii) Unloading of sand BI01010001010000000000000515BI0100001576 98.91 m3
465 5.64 Loading and unloading of cement by manual means BI01010001010000000000000515BI0100001577
466 5.65 i) Loading of cement BI01010001010000000000000515BI0100001578 48.3 ton
467 5.66 ii) Unloading of cement BI01010001010000000000000515BI0100001579 48.3 ton
468 5.67 Haulage of materials by tipper excluding cost of loading, unloading and stacking BI01010001010000000000000515BI0100001580
469 5.68 Case-I : Surfaced road BI01010001010000000000000515BI0100001581
470 5.69 a) Sand lead distance 90 Km BI01010001010000000000000515BI0100001582 17280 T/Km
471 5.7 b) Aggregates lead distance 90 Km BI01010001010000000000000515BI0100001583 26460 T/Km
472 5.71 c) Cement lead distance 125 Km BI01010001010000000000000515BI0100001584 6037.5 T/Km
473 5.72 d) Masonry stone lead distance 30 Km BI01010001010000000000000515BI0100001585 15480 T/Km
474 5.73 Case-III : Katcha Track BI01010001010000000000000515BI0100001586
475 5.74 a) Sand lead distance 10 Km BI01010001010000000000000515BI0100001587 1920 T/Km
476 5.75 b) Aggregates lead distance 10 Km BI01010001010000000000000515BI0100001588 2940 T/Km
477 5.76 c) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100001589
478 5.77 d) Masonry stone lead distance 8.0Km BI01010001010000000000000515BI0100001590 4128 T/Km
479 5.78 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps ,Dewatering,Shoring and shuttering and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. BI01010001010000000000000515BI0100001591
480 5.79 Ordinary soil BI01010001010000000000000515BI0100001592
481 5.8 Upto 3 m depth BI01010001010000000000000515BI0100001593 886.746 cum
482 5.81 3 m to 6 m depth BI01010001010000000000000515BI0100001594 320.597 cum
483 5.82 Ordinary rock BI01010001010000000000000515BI0100001595 591.164 cum
484 5.83 Hard rock (requiring blasting) BI01010001010000000000000515BI0100001596 213.732 cum
485 5.84 Hard rock (blasting prohibited) BI01010001010000000000000515BI0100001597
486 5.85 Filling annular space around footing in rock as per technical specification Clause 1203.4.3. BI01010001010000000000000515BI0100001598
487 5.86 P.C.C grade M 15 (Nominal mix 1:2.5:5) BI01010001010000000000000515BI0100001599 17.952 cum
488 5.87 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 BI01010001010000000000000515BI0100001600
489 5.88 P.C.C grade M 15 BI01010001010000000000000515BI0100001601
490 5.89 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100001602 16.32 cum
491 5.9 R.C.C. grade M 30 BI01010001010000000000000515BI0100001603 100.1 cum
492 5.91 Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 BI01010001010000000000000515BI0100001604 26.785 MT
493 5.92 Sub Structure BI01010001010000000000000515BI0100001605
494 5.93 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 BI01010001010000000000000515BI0100001606
495 5.94 For height upto 5 m BI01010001010000000000000515BI0100001607
496 5.95 R.C.C. grade M30 BI01010001010000000000000515BI0100001608 84.426 cum
497 5.96 For height 5 to 10 m BI01010001010000000000000515BI0100001609 63.32 cum
498 5.97 For height above 10 m BI01010001010000000000000515BI0100001610 63.32 cum
499 5.98 Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 BI01010001010000000000000515BI0100001611 37.992 MT
500 5.99 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 BI01010001010000000000000515BI0100001612 156 Nos.
501 6 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 BI01010001010000000000000515BI0100001613
502 6.01 Granular material BI01010001010000000000000515BI0100001614 551.296 cum
503 6.02 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 BI01010001010000000000000515BI0100001615 73.934 cum
504 6.03 Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications. BI01010001010000000000000515BI0100001616 620 tonne capacit
505 6.04 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1 BI01010001010000000000000515BI0100001617 20480 cucm
506 6.05 Super Structure BI01010001010000000000000515BI0100001618
507 6.06 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 BI01010001010000000000000515BI0100001619
508 6.07 R.C.C. Grade M 30 BI01010001010000000000000515BI0100001620 48.342 Cum
509 6.08 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 BI01010001010000000000000515BI0100001621 6.043 MT
510 6.09 Providing steel R.S.Js/ built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications clause 1205.6 BI01010001010000000000000515BI0100001622 27.633 MT
511 6.1 Drainage spouts complete as per drawing and technical specifications Clause 1209 BI01010001010000000000000515BI0100001623 8 Nos.
512 6.11 P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 BI01010001010000000000000515BI0100001624
513 6.12 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100001625 3.833 cum
514 6.13 Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 BI01010001010000000000000515BI0100001626 12.18 cum
515 6.14 Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5 BI01010001010000000000000515BI0100001627 13 Rm
516 6.15 Filler Joint BI01010001010000000000000515BI0100001628
517 6.16 Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications BI01010001010000000000000515BI0100001629 11.6 Rm
518 6.17 Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. BI01010001010000000000000515BI0100001630 8.525 cum
519 6.18 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. BI01010001010000000000000515BI0100001631
520 6.19 (i) Bitumen (S-90) BI01010001010000000000000515BI0100001632 170.5 Sqm
521 6.2 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 BI01010001010000000000000515BI0100001633
522 6.21 By Manual Means BI01010001010000000000000515BI0100001634
523 6.22 Case - II : Type B BI01010001010000000000000515BI0100001635
524 6.23 (I) Bitumen (S-90) BI01010001010000000000000515BI0100001636 170.5 Sqm
525 6.24 River Bank Protection Work BI01010001010000000000000515BI0100001637
526 6.25 Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 BI01010001010000000000000515BI0100001638
527 6.26 For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall BI01010001010000000000000515BI0100001639 180 cum
528 6.27 Launching & Erection of superstructure as guide line of IRC -87-2018,IRC-22-2015 and IRC-24-2010 and Technical specification MoRT&H BI01010001010000000000000515BI0100001640 1 Nos.
529 6.28 Load Carrying capacity of bridge as guide line of IRC SP 037-2010 BI01010001010000000000000515BI0100001641 1 Nos.
530 6.29 Loading of stone aggregates BI01010001010000000000000515BI0100001642
531 6.3 M15 grade concrete BI01010001010000000000000515BI0100001643 30.484 Cum
532 6.31 M25 grade concrete BI01010001010000000000000515BI0100001644 10.962 Cum
533 6.32 M30 grade concrete BI01010001010000000000000515BI0100001645 323.556 Cum
534 6.33 Bituminous Macadam BI01010001010000000000000515BI0100001646 9.65 Cum
535 6.34 Premix carpet BI01010001010000000000000515BI0100001647 4.604 Cum
536 6.35 Seal coat BI01010001010000000000000515BI0100001648 1.023 Cum
537 6.36 Unloading of stone aggregates BI01010001010000000000000515BI0100001649
538 6.37 M15 grade concrete BI01010001010000000000000515BI0100001650 30.484 Cum
539 6.38 M25 grade concrete BI01010001010000000000000515BI0100001651 10.962 Cum
540 6.39 M30 grade concrete BI01010001010000000000000515BI0100001652 323.556 Cum
541 6.4 Bituminous Macadam BI01010001010000000000000515BI0100001653 9.65 Cum
542 6.41 Premix carpet BI01010001010000000000000515BI0100001654 4.604 Cum
543 6.42 Seal coat BI01010001010000000000000515BI0100001655
544 6.43 Loading of sand BI01010001010000000000000515BI0100001656
545 6.44 M15 grade concrete BI01010001010000000000000515BI0100001657 18.29 Cum
546 6.45 M25 grade concrete BI01010001010000000000000515BI0100001658 5.481 Cum
547 6.46 M30 grade concrete BI01010001010000000000000515BI0100001659 161.778 Cum
548 6.47 Bituminous Macadam BI01010001010000000000000515BI0100001660 2.413 Cum
549 6.48 Seal coat BI01010001010000000000000515BI0100001661 1.023 Cum
550 6.49 Unloading of sand BI01010001010000000000000515BI0100001662
551 6.5 M15 grade concrete BI01010001010000000000000515BI0100001663 18.29 Cum
552 6.51 M25 grade concrete BI01010001010000000000000515BI0100001664 5.481 Cum
553 6.52 M30 grade concrete BI01010001010000000000000515BI0100001665 161.778 Cum
554 6.53 Bituminous Macadam BI01010001010000000000000515BI0100001666 2.413 Cum
555 6.54 Seal coat BI01010001010000000000000515BI0100001667
556 6.55 Loading of cement and stacking BI01010001010000000000000515BI0100001668
557 6.56 M15 grade concrete BI01010001010000000000000515BI0100001669 10.479 MT
558 6.57 M25 grade concrete BI01010001010000000000000515BI0100001670 4.921 MT
559 6.58 M30 grade concrete BI01010001010000000000000515BI0100001671 154.588 MT
560 6.59 Unloading of cement and stacking BI01010001010000000000000515BI0100001672
561 6.6 M15 grade concrete BI01010001010000000000000515BI0100001673 12.193 MT
562 6.61 M25 grade concrete BI01010001010000000000000515BI0100001674 7.43 MT
563 6.62 M30 grade concrete BI01010001010000000000000515BI0100001675 255.25 MT
564 6.63 Loading steel and stacking BI01010001010000000000000515BI0100001676 74.36 MT
565 6.64 Unloading steel and stacking BI01010001010000000000000515BI0100001677 74.36 MT
566 6.65 Loading Bitumen Drums and stacking BI01010001010000000000000515BI0100001678
567 6.66 Bituminous Macadam BI01010001010000000000000515BI0100001679 0.614 MT
568 6.67 Premix carpet BI01010001010000000000000515BI0100001680 0.249 MT
569 6.68 Seal coat BI01010001010000000000000515BI0100001681 0.116 MT
570 6.69 Unloading Bitumen Drums and stacking BI01010001010000000000000515BI0100001682
571 6.7 Bituminous Macadam BI01010001010000000000000515BI0100001683 0.614 MT
572 6.71 Premix carpet BI01010001010000000000000515BI0100001684 0.249 MT
573 6.72 Seal coat BI01010001010000000000000515BI0100001685 0.116 MT
574 6.73 Cost of Haulage Excluding Loading and Unloading BI01010001010000000000000515BI0100001686
575 6.74 Surfaced Road BI01010001010000000000000515BI0100001687
576 6.75 a) Cement lead distance 125 Km BI01010001010000000000000515BI0100001688 21248.4 T.km
577 6.76 b) Stone Aggregates lead distance 90 Km BI01010001010000000000000515BI0100001689 34225.1 T.km
578 6.77 c) Sand lead distance 90 Km BI01010001010000000000000515BI0100001690 17008.6 T.km
579 6.78 d) Steel lead distance 125 Km BI01010001010000000000000515BI0100001691 9295.02 T.km
580 6.79 e) Bitumen lead distance 125 Km BI01010001010000000000000515BI0100001692 122.334 T.km
581 6.8 Unsurface road BI01010001010000000000000515BI0100001693
582 6.81 a) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100001694
583 6.82 b) Stone Aggregates lead distance 10 Km BI01010001010000000000000515BI0100001695 675.16 T.km
584 6.83 c) Sand lead distance 10 Km BI01010001010000000000000515BI0100001696 437.389 T.km
585 6.84 d) Steel lead distance 0.0 Km BI01010001010000000000000515BI0100001697
586 6.85 e) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100001698
587 6.86 GST 12% on Civil Works BI01010001010000000000000515BI0100001699 1 Percentage
588 6.87 Labour Cess 1% BI01010001010000000000000515BI0100001700 1 Percentage
589 6.88 GST on Steel parts 18% BI01010001010000000000000515BI0100001701 1 Percentage
590 6.89 Labour Cess 1% BI01010001010000000000000515BI0100001702 1 Percentage
591 6.9 20 mtr span steel bridge over Rana Khola BI01010001010000000000000515BI0100001703
592 6.91 (ii) Excavation in Hilly Areas in Soil by mechanical means. BI01010001010000000000000515BI0100001704
593 6.92 (A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 BI01010001010000000000000515BI0100001705 1050 Cum
594 6.93 Construction of Embankment with material obtained from Roadway cutting BI01010001010000000000000515BI0100001706
595 6.94 Construction of Embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5 BI01010001010000000000000515BI0100001707 180 Cum
596 6.95 Compacting Original Ground. BI01010001010000000000000515BI0100001708
597 6.96 (ii) Compacting original ground supporting subgrade. BI01010001010000000000000515BI0100001709
598 6.97 Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2. BI01010001010000000000000515BI0100001710 300 Sqm
599 6.98 Granular Sub-Base with well graded material (Table 400.1) BI01010001010000000000000515BI0100001711
600 6.99 (A) By Mix in Place Method. BI01010001010000000000000515BI0100001712
601 7 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401. BI01010001010000000000000515BI0100001713
602 7.01 (i) For Grading I Material. BI01010001010000000000000515BI0100001714 37.5 Cum
603 7.02 Water Bound Macadam with Crushable Screenings BI01010001010000000000000515BI0100001715
604 7.03 (2) WBM Grading 2 BI01010001010000000000000515BI0100001716
605 7.04 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. BI01010001010000000000000515BI0100001717
606 7.05 (A) By manual means. BI01010001010000000000000515BI0100001718 22.5 Cum
607 7.06 (3) WBM Grading 3 BI01010001010000000000000515BI0100001719
608 7.07 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. BI01010001010000000000000515BI0100001720
609 7.08 (A) By manual means. BI01010001010000000000000515BI0100001721 22.5 Cum
610 7.09 Prime Coat BI01010001010000000000000515BI0100001722
611 7.1 (i) Low porosity BI01010001010000000000000515BI0100001723
612 7.11 Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. BI01010001010000000000000515BI0100001724 231.25 Sqm
613 7.12 Tack Coat BI01010001010000000000000515BI0100001725
614 7.13 (iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503. BI01010001010000000000000515BI0100001726 231.25 Sqm
615 7.14 20mm thick Open-Graded Premix Carpet BI01010001010000000000000515BI0100001727
616 7.15 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 BI01010001010000000000000515BI0100001728
617 7.16 By Manual Means BI01010001010000000000000515BI0100001729 231.25 Sqm
618 7.17 Seal Coat BI01010001010000000000000515BI0100001730
619 7.18 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 BI01010001010000000000000515BI0100001731
620 7.19 Type B(ii) Bitumen (S-65) BI01010001010000000000000515BI0100001732 231.25 Sqm
621 7.2 Construction of earthen shoulder. BI01010001010000000000000515BI0100001733
622 7.21 Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1. BI01010001010000000000000515BI0100001734 22.688 Cum
623 7.22 Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means BI01010001010000000000000515BI0100001735
624 7.23 i) Loading of aggregates BI01010001010000000000000515BI0100001736 105.719 Cum
625 7.24 ii) Loading of sand BI01010001010000000000000515BI0100001737 15.763 Cum
626 7.25 Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means BI01010001010000000000000515BI0100001738
627 7.26 iii) Unloading of aggregates BI01010001010000000000000515BI0100001739 105.719 Cum
628 7.27 iii) Unloading of sand BI01010001010000000000000515BI0100001740 15.763 Cum
629 7.28 Loading and unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001741
630 7.29 i) Loading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001742 1.037 ton
631 7.3 ii) Unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001743 1.037 ton
632 7.31 Haulage excluding Loading and Unloading BI01010001010000000000000515BI0100001744
633 7.32 Haulage of materials by tipper excluding cost of loading, unloading and stacking BI01010001010000000000000515BI0100001745
634 7.33 Case-I : Surfaced road BI01010001010000000000000515BI0100001746
635 7.34 a) Sand lead distance 90 Km BI01010001010000000000000515BI0100001747 2610 T/Km
636 7.35 b) Aggregates ad distance 90 Km BI01010001010000000000000515BI0100001748 16560 T/Km
637 7.36 c) Bitumen ad distance 125 Km BI01010001010000000000000515BI0100001749 129.64 T/Km
638 7.37 Case-III : Katcha Track BI01010001010000000000000515BI0100001750
639 7.38 a) Sand lead distance 5 Km BI01010001010000000000000515BI0100001751 145 T/Km
640 7.39 b) Aggregates lead distance 5 Km BI01010001010000000000000515BI0100001752 920 T/Km
641 7.4 c) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100001753
642 7.41 Earthwork in excavation for structures as per drawing and technical Specification Clause 305.1. including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. BI01010001010000000000000515BI0100001754
643 7.42 I. Ordinary soil (upto 3m depth) BI01010001010000000000000515BI0100001755 108 Cum
644 7.43 Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203. BI01010001010000000000000515BI0100001756
645 7.44 I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing) BI01010001010000000000000515BI0100001757 10.82 Cum
646 7.45 Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 BI01010001010000000000000515BI0100001758
647 7.46 II. Course rubble masonry (2nd sort) BI01010001010000000000000515BI0100001759 189.84 Cum
648 7.47 Providing and laying filter media with granular crush aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind retaining wall to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 BI01010001010000000000000515BI0100001760 96 Cum
649 7.48 Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 BI01010001010000000000000515BI0100001761
650 7.49 I. Random rubble masonry BI01010001010000000000000515BI0100001762 2.54 Cum
651 7.5 Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204 BI01010001010000000000000515BI0100001763 25.06 Sqm
652 7.51 Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11 BI01010001010000000000000515BI0100001764 25 Rm
653 7.52 Loading and unloading by manual means BI01010001010000000000000515BI0100001765
654 7.53 i) Loading of masonry stone BI01010001010000000000000515BI0100001766 223.2 m3
655 7.54 i) Loading of aggregates BI01010001010000000000000515BI0100001767 126.8 m3
656 7.55 ii) Loading of sand BI01010001010000000000000515BI0100001768 73.2 m3
657 7.56 Loading and unloading by Mechanical means BI01010001010000000000000515BI0100001769
658 7.57 iii) Unloading of masonry stone BI01010001010000000000000515BI0100001770 223.2 m3
659 7.58 iii) Unloading of aggregates BI01010001010000000000000515BI0100001771 126.8 m3
660 7.59 iii) Unloading of sand BI01010001010000000000000515BI0100001772 73.2 m3
661 7.6 Loading and unloading of cement by manual means BI01010001010000000000000515BI0100001773
662 7.61 i) Loading of cement BI01010001010000000000000515BI0100001774 35.8 ton
663 7.62 ii) Unloading of cement BI01010001010000000000000515BI0100001775 35.8 ton
664 7.63 Haulage of materials by tipper excluding cost of loading, unloading and stacking BI01010001010000000000000515BI0100001776
665 7.64 Case-I : Surfaced road BI01010001010000000000000515BI0100001777
666 7.65 a) Sand lead distance 90 Km BI01010001010000000000000515BI0100001778 12600 T/Km
667 7.66 b) Aggregates lead distance 90 Km BI01010001010000000000000515BI0100001779 19800 T/Km
668 7.67 c) Cement lead distance 125 Km BI01010001010000000000000515BI0100001780 4475 T/Km
669 7.68 d) Masonry stone lead distance 30 Km BI01010001010000000000000515BI0100001781 11400 T/Km
670 7.69 Case-III : Katcha Track BI01010001010000000000000515BI0100001782
671 7.7 a) Sand lead distance 5 Km BI01010001010000000000000515BI0100001783 700 T/Km
672 7.71 b) Aggregates lead distance 5 Km BI01010001010000000000000515BI0100001784 1100 T/Km
673 7.72 c) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100001785
674 7.73 d) Masonry stone lead distance 2.0Km BI01010001010000000000000515BI0100001786 760 T/Km
675 7.74 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps ,Dewatering,Shoring and shuttering and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. BI01010001010000000000000515BI0100001787
676 7.75 Ordinary soil BI01010001010000000000000515BI0100001788
677 7.76 Upto 3 m depth BI01010001010000000000000515BI0100001789 915.012 cum
678 7.77 3 m to 6 m depth BI01010001010000000000000515BI0100001790 343.941 cum
679 7.78 Ordinary rock BI01010001010000000000000515BI0100001791 610.008 cum
680 7.79 Hard rock (requiring blasting) BI01010001010000000000000515BI0100001792 229.294 cum
681 7.8 Hard rock (blasting prohibited) BI01010001010000000000000515BI0100001793
682 7.81 Filling annular space around footing in rock as per technical specification Clause 1203.4.3. BI01010001010000000000000515BI0100001794
683 7.82 P.C.C grade M 15 (Nominal mix 1:2.5:5) BI01010001010000000000000515BI0100001795 17.952 cum
684 7.83 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 BI01010001010000000000000515BI0100001796
685 7.84 P.C.C grade M 15 BI01010001010000000000000515BI0100001797
686 7.85 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100001798 16.32 cum
687 7.86 R.C.C. grade M 30 BI01010001010000000000000515BI0100001799 100.1 cum
688 7.87 Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 BI01010001010000000000000515BI0100001800 26.785 MT
689 7.88 Sub Structure BI01010001010000000000000515BI0100001801
690 7.89 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 BI01010001010000000000000515BI0100001802
691 7.9 For height upto 5 m BI01010001010000000000000515BI0100001803
692 7.91 R.C.C. grade M30 BI01010001010000000000000515BI0100001804 84.426 cum
693 7.92 For height 5 to 10 m BI01010001010000000000000515BI0100001805 63.32 cum
694 7.93 For height above 10 m BI01010001010000000000000515BI0100001806 63.32 cum
695 7.94 Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 BI01010001010000000000000515BI0100001807 37.992 MT
696 7.95 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 BI01010001010000000000000515BI0100001808 136 Nos.
697 7.96 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 BI01010001010000000000000515BI0100001809
698 7.97 Granular material BI01010001010000000000000515BI0100001810 551.296 cum
699 7.98 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 BI01010001010000000000000515BI0100001811 73.934 cum
700 7.99 Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications. BI01010001010000000000000515BI0100001812 620 tonne capacit
701 8 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1 BI01010001010000000000000515BI0100001813 20480 cucm
702 8.01 Super Structure BI01010001010000000000000515BI0100001814
703 8.02 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 BI01010001010000000000000515BI0100001815
704 8.03 R.C.C. Grade M 30 BI01010001010000000000000515BI0100001816 48.342 Cum
705 8.04 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 BI01010001010000000000000515BI0100001817 6.043 MT
706 8.05 Providing steel R.S.Js/ built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications clause 1205.6 BI01010001010000000000000515BI0100001818 27.633 MT
707 8.06 Drainage spouts complete as per drawing and technical specifications Clause 1209 BI01010001010000000000000515BI0100001819 8 Nos.
708 8.07 P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 BI01010001010000000000000515BI0100001820
709 8.08 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100001821 3.833 cum
710 8.09 Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 BI01010001010000000000000515BI0100001822 12.18 cum
711 8.1 Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5 BI01010001010000000000000515BI0100001823 13 Rm
712 8.11 Filler Joint BI01010001010000000000000515BI0100001824
713 8.12 Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications BI01010001010000000000000515BI0100001825 11.6 Rm
714 8.13 Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. BI01010001010000000000000515BI0100001826 8.525 cum
715 8.14 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. BI01010001010000000000000515BI0100001827
716 8.15 (i) Bitumen (S-90) BI01010001010000000000000515BI0100001828 170.5 Sqm
717 8.16 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 BI01010001010000000000000515BI0100001829
718 8.17 By Manual Means BI01010001010000000000000515BI0100001830
719 8.18 Case - II : Type B BI01010001010000000000000515BI0100001831
720 8.19 (I) Bitumen (S-90) BI01010001010000000000000515BI0100001832 170.5 Sqm
721 8.2 River Bank Protection Work BI01010001010000000000000515BI0100001833
722 8.21 Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 BI01010001010000000000000515BI0100001834
723 8.22 For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall BI01010001010000000000000515BI0100001835 180 Cum
724 8.23 Launching & Erection of superstructure as guide line of IRC -87-2018,IRC-22-2015 and IRC-24-2010 and Technical specification MoRT&H BI01010001010000000000000515BI0100001836 1 Nos.
725 8.24 Load Carrying capacity of bridge as guide line of IRC SP 037-2010 BI01010001010000000000000515BI0100001837 1 Nos.
726 8.25 Loading of stone aggregates BI01010001010000000000000515BI0100001838
727 8.26 M15 grade concrete BI01010001010000000000000515BI0100001839 30.484 Cum
728 8.27 M25 grade concrete BI01010001010000000000000515BI0100001840 10.962 Cum
729 8.28 M30 grade concrete BI01010001010000000000000515BI0100001841 323.556 Cum
730 8.29 Bituminous Macadam BI01010001010000000000000515BI0100001842 9.65 Cum
731 8.3 Premix carpet BI01010001010000000000000515BI0100001843 4.604 Cum
732 8.31 Seal coat BI01010001010000000000000515BI0100001844 1.023 Cum
733 8.32 Unloading of stone aggregates BI01010001010000000000000515BI0100001845
734 8.33 M15 grade concrete BI01010001010000000000000515BI0100001846 30.484 Cum
735 8.34 M25 grade concrete BI01010001010000000000000515BI0100001847 10.962 Cum
736 8.35 M30 grade concrete BI01010001010000000000000515BI0100001848 323.556 Cum
737 8.36 Bituminous Macadam BI01010001010000000000000515BI0100001849 9.65 Cum
738 8.37 Premix carpet BI01010001010000000000000515BI0100001850 4.604 Cum
739 8.38 Seal coat BI01010001010000000000000515BI0100001851
740 8.39 Loading of sand BI01010001010000000000000515BI0100001852
741 8.4 M15 grade concrete BI01010001010000000000000515BI0100001853 18.29 Cum
742 8.41 M25 grade concrete BI01010001010000000000000515BI0100001854 5.481 Cum
743 8.42 M30 grade concrete BI01010001010000000000000515BI0100001855 161.778 Cum
744 8.43 Bituminous Macadam BI01010001010000000000000515BI0100001856 2.413 Cum
745 8.44 Seal coat BI01010001010000000000000515BI0100001857 1.023 Cum
746 8.45 Unloading of sand BI01010001010000000000000515BI0100001858
747 8.46 M15 grade concrete BI01010001010000000000000515BI0100001859 18.29 Cum
748 8.47 M25 grade concrete BI01010001010000000000000515BI0100001860 5.481 Cum
749 8.48 M30 grade concrete BI01010001010000000000000515BI0100001861 161.778 Cum
750 8.49 Bituminous Macadam BI01010001010000000000000515BI0100001862 2.413 Cum
751 8.5 Seal coat BI01010001010000000000000515BI0100001863
752 8.51 Loading of cement and stacking BI01010001010000000000000515BI0100001864
753 8.52 M15 grade concrete BI01010001010000000000000515BI0100001865 10.479 MT
754 8.53 M25 grade concrete BI01010001010000000000000515BI0100001866 4.921 MT
755 8.54 M30 grade concrete BI01010001010000000000000515BI0100001867 154.588 MT
756 8.55 Unloading of cement and stacking BI01010001010000000000000515BI0100001868
757 8.56 M15 grade concrete BI01010001010000000000000515BI0100001869 12.193 MT
758 8.57 M25 grade concrete BI01010001010000000000000515BI0100001870 7.43 MT
759 8.58 M30 grade concrete BI01010001010000000000000515BI0100001871 255.25 MT
760 8.59 Loading steel and stacking BI01010001010000000000000515BI0100001872 74.36 MT
761 8.6 Unloading steel and stacking BI01010001010000000000000515BI0100001873 74.36 MT
762 8.61 Loading Bitumen Drums and stacking BI01010001010000000000000515BI0100001874
763 8.62 Bituminous Macadam BI01010001010000000000000515BI0100001875 0.614 MT
764 8.63 Premix carpet BI01010001010000000000000515BI0100001876 0.249 MT
765 8.64 Seal coat BI01010001010000000000000515BI0100001877 0.116 MT
766 8.65 Unloading Bitumen Drums and stacking BI01010001010000000000000515BI0100001878
767 8.66 Bituminous Macadam BI01010001010000000000000515BI0100001879 0.614 MT
768 8.67 Premix carpet BI01010001010000000000000515BI0100001880 0.249 MT
769 8.68 Seal coat BI01010001010000000000000515BI0100001881 0.116 MT
770 8.69 Cost of Haulage Excluding Loading and Unloading BI01010001010000000000000515BI0100001882
771 8.7 Surfaced Road BI01010001010000000000000515BI0100001883
772 8.71 a) Cement lead distance 125 Km BI01010001010000000000000515BI0100001884 21248.4 T.km
773 8.72 b) Stone Aggregates lead distance 90 Km BI01010001010000000000000515BI0100001885 34225.1 T.km
774 8.73 c) Sand lead distance 90 Km BI01010001010000000000000515BI0100001886 17008.6 T.km
775 8.74 d) Steel lead distance 125 Km BI01010001010000000000000515BI0100001887 9295.02 T.km
776 8.75 e) Bitumen lead distance 125 Km BI01010001010000000000000515BI0100001888 122.334 T.km
777 8.76 Unsurface road BI01010001010000000000000515BI0100001889
778 8.77 a) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100001890
779 8.78 b) Stone Aggregates lead distance 5 Km BI01010001010000000000000515BI0100001891 313.89 T.km
780 8.79 c) Sand lead distance 5 Km BI01010001010000000000000515BI0100001892 218.695 T.km
781 8.8 d) Steel lead distance 0.0 Km BI01010001010000000000000515BI0100001893
782 8.81 e) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100001894
783 8.82 GST 12% on Civil Works BI01010001010000000000000515BI0100001895 1 Percentage
784 8.83 Labour Cess 1% BI01010001010000000000000515BI0100001896 1 Percentage
785 8.84 GST on Steel parts 18% BI01010001010000000000000515BI0100001897 1 Percentage
786 8.85 Labour Cess 1% BI01010001010000000000000515BI0100001898 1 Percentage
787 8.86 30 mtr span steel bridge over Hee Khola BI01010001010000000000000515BI0100001899
788 8.87 (ii) Excavation in Hilly Areas in Soil by mechanical means. BI01010001010000000000000515BI0100001900
789 8.88 (A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 BI01010001010000000000000515BI0100001901 2100 Cum
790 8.89 Construction of Embankment with material obtained from Roadway cutting BI01010001010000000000000515BI0100001902
791 8.9 Construction of Embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5 BI01010001010000000000000515BI0100001903 180 Cum
792 8.91 Compacting Original Ground. BI01010001010000000000000515BI0100001904
793 8.92 (ii) Compacting original ground supporting subgrade. BI01010001010000000000000515BI0100001905
794 8.93 Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2. BI01010001010000000000000515BI0100001906 600 Sqm
795 8.94 Granular Sub-Base with well graded material (Table 400.1) BI01010001010000000000000515BI0100001907
796 8.95 (A) By Mix in Place Method. BI01010001010000000000000515BI0100001908
797 8.96 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401. BI01010001010000000000000515BI0100001909
798 8.97 (i) For Grading I Material. BI01010001010000000000000515BI0100001910 75 Cum
799 8.98 Water Bound Macadam with Crushable Screenings BI01010001010000000000000515BI0100001911
800 8.99 (2) WBM Grading 2 BI01010001010000000000000515BI0100001912
801 9 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. BI01010001010000000000000515BI0100001913
802 9.01 (A) By manual means. BI01010001010000000000000515BI0100001914 45 Cum
803 9.02 (3) WBM Grading 3 BI01010001010000000000000515BI0100001915
804 9.03 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. BI01010001010000000000000515BI0100001916
805 9.04 (A) By manual means. BI01010001010000000000000515BI0100001917 45 Cum
806 9.05 Prime Coat BI01010001010000000000000515BI0100001918
807 9.06 (i) Low porosity BI01010001010000000000000515BI0100001919
808 9.07 Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. BI01010001010000000000000515BI0100001920 462.5 Sqm
809 9.08 Tack Coat BI01010001010000000000000515BI0100001921
810 9.09 (iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503. BI01010001010000000000000515BI0100001922 462.5 Sqm
811 9.1 20mm thick Open-Graded Premix Carpet BI01010001010000000000000515BI0100001923
812 9.11 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 BI01010001010000000000000515BI0100001924
813 9.12 By Manual Means BI01010001010000000000000515BI0100001925 462.5 Sqm
814 9.13 Seal Coat BI01010001010000000000000515BI0100001926
815 9.14 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 BI01010001010000000000000515BI0100001927
816 9.15 Type B(ii) Bitumen (S-65) BI01010001010000000000000515BI0100001928 462.5 Sqm
817 9.16 Construction of earthen shoulder. BI01010001010000000000000515BI0100001929
818 9.17 Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1. BI01010001010000000000000515BI0100001930 45.375 Cum
819 9.18 Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means BI01010001010000000000000515BI0100001931
820 9.19 i) Loading of aggregates BI01010001010000000000000515BI0100001932 211.439 Cum
821 9.2 ii) Loading of sand BI01010001010000000000000515BI0100001933 31.525 Cum
822 9.21 Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means BI01010001010000000000000515BI0100001934
823 9.22 iii) Unloading of aggregates BI01010001010000000000000515BI0100001935 211.439 Cum
824 9.23 iii) Unloading of sand BI01010001010000000000000515BI0100001936 31.525 Cum
825 9.24 Loading and unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001937
826 9.25 i) Loading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001938 2.074 ton
827 9.26 ii) Unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001939 2.074 ton
828 9.27 Haulage excluding Loading and Unloading BI01010001010000000000000515BI0100001940
829 9.28 Haulage of materials by tipper excluding cost of loading, unloading and stacking BI01010001010000000000000515BI0100001941
830 9.29 Case-I : Surfaced road BI01010001010000000000000515BI0100001942
831 9.3 a) Sand lead distance 60 Km BI01010001010000000000000515BI0100001943 3480 T/Km
832 9.31 b) Aggregates ad distance 60 Km BI01010001010000000000000515BI0100001944 22080 T/Km
833 9.32 c) Bitumen ad distance 100 Km BI01010001010000000000000515BI0100001945 207.424 T/Km
834 9.33 Case-III : Katcha Track BI01010001010000000000000515BI0100001946
835 9.34 a) Sand lead distance 10Km BI01010001010000000000000515BI0100001947 580 T/Km
836 9.35 b) Aggregates lead distance 10 Km BI01010001010000000000000515BI0100001948 3680 T/Km
837 9.36 c) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100001949
838 9.37 Earthwork in excavation for structures as per drawing and technical Specification Clause 305.1. including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. BI01010001010000000000000515BI0100001950
839 9.38 I. Ordinary soil (upto 3m depth) BI01010001010000000000000515BI0100001951 415.5 Cum
840 9.39 Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203. BI01010001010000000000000515BI0100001952
841 9.4 I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing) BI01010001010000000000000515BI0100001953 41.62 Cum
842 9.41 Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 BI01010001010000000000000515BI0100001954
843 9.42 II. Course rubble masonry (2nd sort) BI01010001010000000000000515BI0100001955 831.04 Cum
844 9.43 Providing and laying filter media with granular crush aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind retaining wall to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 BI01010001010000000000000515BI0100001956 396 Cum
845 9.44 Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 BI01010001010000000000000515BI0100001957
846 9.45 I. Random rubble masonry BI01010001010000000000000515BI0100001958 15.24 Cum
847 9.46 Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204 BI01010001010000000000000515BI0100001959 150.36 Sqm
848 9.47 Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11 BI01010001010000000000000515BI0100001960 50 Rm
849 9.48 Loading and unloading by manual means BI01010001010000000000000515BI0100001961
850 9.49 i) Loading of masonry stone BI01010001010000000000000515BI0100001962 982.2 m3
851 9.5 i) Loading of aggregates BI01010001010000000000000515BI0100001963 517.8 m3
852 9.51 ii) Loading of sand BI01010001010000000000000515BI0100001964 318.2 m3
853 9.52 Loading and unloading by Mechanical means BI01010001010000000000000515BI0100001965
854 9.53 iii) Unloading of masonry stone BI01010001010000000000000515BI0100001966 982.2 m3
855 9.54 iii) Unloading of aggregates BI01010001010000000000000515BI0100001967 517.8 m3
856 9.55 iii) Unloading of sand BI01010001010000000000000515BI0100001968 318.2 m3
857 9.56 Loading and unloading of cement by manual means BI01010001010000000000000515BI0100001969
858 9.57 i) Loading of cement BI01010001010000000000000515BI0100001970 154.8 ton
859 9.58 ii) Unloading of cement BI01010001010000000000000515BI0100001971 154.8 ton
860 9.59 Haulage of materials by tipper excluding cost of loading, unloading and stacking BI01010001010000000000000515BI0100001972
861 9.6 Case-I : Surfaced road BI01010001010000000000000515BI0100001973
862 9.61 a) Sand lead distance 60 Km BI01010001010000000000000515BI0100001974 38400 T/Km
863 9.62 b) Aggregates lead distance 60 Km BI01010001010000000000000515BI0100001975 55200 T/Km
864 9.63 c) Cement lead distance 100 Km BI01010001010000000000000515BI0100001976 15480 T/Km
865 9.64 d) Masonry stone lead distance 25 Km BI01010001010000000000000515BI0100001977 42000 T/Km
866 9.65 Case-III : Katcha Track BI01010001010000000000000515BI0100001978
867 9.66 a) Sand lead distance 10 Km BI01010001010000000000000515BI0100001979 6400 T/Km
868 9.67 b) Aggregates lead distance 10 Km BI01010001010000000000000515BI0100001980 9200 T/Km
869 9.68 c) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100001981
870 9.69 d) Masonry stone lead distance 5.0Km BI01010001010000000000000515BI0100001982 8400 T/Km
871 9.7 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps ,Dewatering,Shoring and shuttering and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. BI01010001010000000000000515BI0100001983
872 9.71 Ordinary soil BI01010001010000000000000515BI0100001984
873 9.72 Upto 3 m depth BI01010001010000000000000515BI0100001985 457.269 cum
874 9.73 3 m to 6 m depth BI01010001010000000000000515BI0100001986 29.394 cum
875 9.74 Ordinary rock BI01010001010000000000000515BI0100001987 304.846 cum
876 9.75 Hard rock (requiring blasting) BI01010001010000000000000515BI0100001988 19.596 cum
877 9.76 Hard rock (blasting prohibited) BI01010001010000000000000515BI0100001989
878 9.77 Filling annular space around footing in rock as per technical specification Clause 1203.4.3. BI01010001010000000000000515BI0100001990
879 9.78 P.C.C grade M 15 (Nominal mix 1:2.5:5) BI01010001010000000000000515BI0100001991 29.92 cum
880 9.79 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 BI01010001010000000000000515BI0100001992
881 9.8 P.C.C grade M 15 BI01010001010000000000000515BI0100001993
882 9.81 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100001994 16.728 cum
883 9.82 R.C.C. grade M 30 BI01010001010000000000000515BI0100001995 102.7 cum
884 9.83 Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 BI01010001010000000000000515BI0100001996 27.479 MT
885 9.84 Sub Structure BI01010001010000000000000515BI0100001997
886 9.85 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 BI01010001010000000000000515BI0100001998
887 9.86 For height upto 5 m BI01010001010000000000000515BI0100001999
888 9.87 R.C.C. grade M30 BI01010001010000000000000515BI0100002000 87.136 cum
889 9.88 For height 5 to 10 m BI01010001010000000000000515BI0100002001 65.352 cum
890 9.89 For height above 10 m BI01010001010000000000000515BI0100002002 65.352 cum
891 9.9 Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 BI01010001010000000000000515BI0100002003 39.211 MT
892 9.91 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 BI01010001010000000000000515BI0100002004 152 Nos.
893 9.92 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 BI01010001010000000000000515BI0100002005
894 9.93 Granular material BI01010001010000000000000515BI0100002006 598.627 cum
895 9.94 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 BI01010001010000000000000515BI0100002007 76.518 cum
896 9.95 Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications. BI01010001010000000000000515BI0100002008 620 tonne capacit
897 9.96 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1 BI01010001010000000000000515BI0100002009 20480 cucm
898 9.97 Super Structure BI01010001010000000000000515BI0100002010
899 9.98 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 BI01010001010000000000000515BI0100002011
900 9.99 R.C.C. Grade M 30 BI01010001010000000000000515BI0100002012 68.832 Cum
901 10 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 BI01010001010000000000000515BI0100002013 8.604 MT
902 10.01 Providing steel R.S.Js/ built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications clause 1205.6 BI01010001010000000000000515BI0100002014 51.803 MT
903 10.02 Drainage spouts complete as per drawing and technical specifications Clause 1209 BI01010001010000000000000515BI0100002015 12 Nos.
904 10.03 P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 BI01010001010000000000000515BI0100002016
905 10.04 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100002017 3.833 cum
906 10.05 Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 BI01010001010000000000000515BI0100002018 12.18 cum
907 10.06 Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5 BI01010001010000000000000515BI0100002019 13 Rm
908 10.07 Filler Joint BI01010001010000000000000515BI0100002020
909 10.08 Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications BI01010001010000000000000515BI0100002021 11.6 Rm
910 10.09 Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. BI01010001010000000000000515BI0100002022 11.275 cum
911 10.1 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. BI01010001010000000000000515BI0100002023
912 10.11 (i) Bitumen (S-90) BI01010001010000000000000515BI0100002024 225.5 Sqm
913 10.12 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 BI01010001010000000000000515BI0100002025
914 10.13 By Manual Means BI01010001010000000000000515BI0100002026
915 10.14 Case - II : Type B BI01010001010000000000000515BI0100002027
916 10.15 (I) Bitumen (S-90) BI01010001010000000000000515BI0100002028 225.5 Sqm
917 10.16 River Bank Protection Work BI01010001010000000000000515BI0100002029
918 10.17 Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 BI01010001010000000000000515BI0100002030
919 10.18 For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall BI01010001010000000000000515BI0100002031 180 Cum
920 10.19 Launching & Erection of superstructure as guide line of IRC -87-2018,IRC-22-2015 and IRC-24-2010 and Technical specification MoRT&H BI01010001010000000000000515BI0100002032 1 Nos.
921 10.2 Load Carrying capacity of bridge as guide line of IRC SP 037-2010 BI01010001010000000000000515BI0100002033 1 Nos.
922 10.21 Loading of stone aggregates BI01010001010000000000000515BI0100002034
923 10.22 M15 grade concrete BI01010001010000000000000515BI0100002035 40.384 Cum
924 10.23 M25 grade concrete BI01010001010000000000000515BI0100002036 10.962 Cum
925 10.24 M30 grade concrete BI01010001010000000000000515BI0100002037 350.434 Cum
926 10.25 Bituminous Macadam BI01010001010000000000000515BI0100002038 12.763 Cum
927 10.26 Premix carpet BI01010001010000000000000515BI0100002039 6.089 Cum
928 10.27 Seal coat BI01010001010000000000000515BI0100002040 1.353 Cum
929 10.28 Unloading of stone aggregates BI01010001010000000000000515BI0100002041
930 10.29 M15 grade concrete BI01010001010000000000000515BI0100002042 40.384 Cum
931 10.3 M25 grade concrete BI01010001010000000000000515BI0100002043 10.962 Cum
932 10.31 M30 grade concrete BI01010001010000000000000515BI0100002044 350.434 Cum
933 10.32 Bituminous Macadam BI01010001010000000000000515BI0100002045 12.763 Cum
934 10.33 Premix carpet BI01010001010000000000000515BI0100002046 6.089 Cum
935 10.34 Seal coat BI01010001010000000000000515BI0100002047
936 10.35 Loading of sand BI01010001010000000000000515BI0100002048
937 10.36 M15 grade concrete BI01010001010000000000000515BI0100002049 24.231 Cum
938 10.37 M25 grade concrete BI01010001010000000000000515BI0100002050 5.481 Cum
939 10.38 M30 grade concrete BI01010001010000000000000515BI0100002051 175.217 Cum
940 10.39 Bituminous Macadam BI01010001010000000000000515BI0100002052 3.191 Cum
941 10.4 Seal coat BI01010001010000000000000515BI0100002053 1.353 Cum
942 10.41 Unloading of sand BI01010001010000000000000515BI0100002054
943 10.42 M15 grade concrete BI01010001010000000000000515BI0100002055 24.231 Cum
944 10.43 M25 grade concrete BI01010001010000000000000515BI0100002056 5.481 Cum
945 10.44 M30 grade concrete BI01010001010000000000000515BI0100002057 175.217 Cum
946 10.45 Bituminous Macadam BI01010001010000000000000515BI0100002058 3.191 Cum
947 10.46 Seal coat BI01010001010000000000000515BI0100002059
948 10.47 Loading of cement and stacking BI01010001010000000000000515BI0100002060
949 10.48 M15 grade concrete BI01010001010000000000000515BI0100002061 13.882 MT
950 10.49 M25 grade concrete BI01010001010000000000000515BI0100002062 4.921 MT
951 10.5 M30 grade concrete BI01010001010000000000000515BI0100002063 167.429 MT
952 10.51 Unloading of cement and stacking BI01010001010000000000000515BI0100002064
953 10.52 M15 grade concrete BI01010001010000000000000515BI0100002065 16.154 MT
954 10.53 M25 grade concrete BI01010001010000000000000515BI0100002066 7.43 MT
955 10.54 M30 grade concrete BI01010001010000000000000515BI0100002067 276.453 MT
956 10.55 Loading steel and stacking BI01010001010000000000000515BI0100002068 79.059 MT
957 10.56 Unloading steel and stacking BI01010001010000000000000515BI0100002069 79.059 MT
958 10.57 Loading Bitumen Drums and stacking BI01010001010000000000000515BI0100002070
959 10.58 Bituminous Macadam BI01010001010000000000000515BI0100002071 0.812 MT
960 10.59 Premix carpet BI01010001010000000000000515BI0100002072 0.329 MT
961 10.6 Seal coat BI01010001010000000000000515BI0100002073 0.153 MT
962 10.61 Unloading Bitumen Drums and stacking BI01010001010000000000000515BI0100002074
963 10.62 Bituminous Macadam BI01010001010000000000000515BI0100002075 0.812 MT
964 10.63 Premix carpet BI01010001010000000000000515BI0100002076 0.329 MT
965 10.64 Seal coat BI01010001010000000000000515BI0100002077 0.153 MT
966 10.65 Cost of Haulage Excluding Loading and Unloading BI01010001010000000000000515BI0100002078
967 10.66 Surfaced Road BI01010001010000000000000515BI0100002079
968 10.67 a) Cement lead distance 100 Km BI01010001010000000000000515BI0100002080 18623.2 T.km
969 10.68 b) Stone Aggregates lead distance 60 Km BI01010001010000000000000515BI0100002081 25319.1 T.km
970 10.69 c) Sand lead distance 60 Km BI01010001010000000000000515BI0100002082 12568.3 T.km
971 10.7 d) Steel lead distance 100 Km BI01010001010000000000000515BI0100002083 7905.9 T.km
972 10.71 e) Bitumen lead distance 100 Km BI01010001010000000000000515BI0100002084 129.437 T.km
973 10.72 Unsurface road BI01010001010000000000000515BI0100002085
974 10.73 a) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100002086
975 10.74 b) Stone Aggregates lead distance 10 Km BI01010001010000000000000515BI0100002087 871.05 T.km
976 10.75 c) Sand lead distance 10 Km BI01010001010000000000000515BI0100002088 546.694 T.km
977 10.76 d) Steel lead distance 0.0 Km BI01010001010000000000000515BI0100002089
978 10.77 e) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100002090
979 10.78 GST 12% on Civil Works BI01010001010000000000000515BI0100002091 1 Percentage
980 10.79 Labour Cess 1% BI01010001010000000000000515BI0100002092 1 Percentage
981 10.8 GST on Steel parts 18% BI01010001010000000000000515BI0100002093 1 Percentage
982 10.81 Labour Cess 1% BI01010001010000000000000515BI0100002094 1 Percentage
983 10.82 30 mtr span steel bridge over Rangsang Khola BI01010001010000000000000515BI0100002095
984 10.83 (ii) Excavation in Hilly Areas in Soil by mechanical means. BI01010001010000000000000515BI0100002096
985 10.84 (A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 BI01010001010000000000000515BI0100002097 2100 Cum
986 10.85 Construction of Embankment with material obtained from Roadway cutting BI01010001010000000000000515BI0100002098
987 10.86 Construction of Embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5 BI01010001010000000000000515BI0100002099 180 Cum
988 10.87 Compacting Original Ground. BI01010001010000000000000515BI0100002100
989 10.88 (ii) Compacting original ground supporting subgrade. BI01010001010000000000000515BI0100002101
990 10.89 Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2. BI01010001010000000000000515BI0100002102 600 Sqm
991 10.9 Granular Sub-Base with well graded material (Table 400.1) BI01010001010000000000000515BI0100002103
992 10.91 (A) By Mix in Place Method. BI01010001010000000000000515BI0100002104
993 10.92 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401. BI01010001010000000000000515BI0100002105
994 10.93 (i) For Grading I Material. BI01010001010000000000000515BI0100002106 75 Cum
995 10.94 Water Bound Macadam with Crushable Screenings BI01010001010000000000000515BI0100002107
996 10.95 (2) WBM Grading 2 BI01010001010000000000000515BI0100002108
997 10.96 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. BI01010001010000000000000515BI0100002109
998 10.97 (A) By manual means. BI01010001010000000000000515BI0100002110 45 Cum
999 10.98 (3) WBM Grading 3 BI01010001010000000000000515BI0100002111
1000 10.99 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. BI01010001010000000000000515BI0100002112
1001 11 (A) By manual means. BI01010001010000000000000515BI0100002113 45 Cum
1002 11.01 Prime Coat BI01010001010000000000000515BI0100002114
1003 11.02 (i) Low porosity BI01010001010000000000000515BI0100002115
1004 11.03 Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. BI01010001010000000000000515BI0100002116 462.5 Sqm
1005 11.04 Tack Coat BI01010001010000000000000515BI0100002117
1006 11.05 (iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503. BI01010001010000000000000515BI0100002118 462.5 Sqm
1007 11.06 20mm thick Open-Graded Premix Carpet BI01010001010000000000000515BI0100002119
1008 11.07 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 BI01010001010000000000000515BI0100002120
1009 11.08 By Manual Means BI01010001010000000000000515BI0100002121 462.5 Sqm
1010 11.09 Seal Coat BI01010001010000000000000515BI0100002122
1011 11.1 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 BI01010001010000000000000515BI0100002123
1012 11.11 Type B(ii) Bitumen (S-65) BI01010001010000000000000515BI0100002124 462.5 Sqm
1013 11.12 Construction of earthen shoulder. BI01010001010000000000000515BI0100002125
1014 11.13 Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1. BI01010001010000000000000515BI0100002126 45.375 Cum
1015 11.14 Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means BI01010001010000000000000515BI0100002127
1016 11.15 i) Loading of aggregates BI01010001010000000000000515BI0100002128 211.439 Cum
1017 11.16 ii) Loading of sand BI01010001010000000000000515BI0100002129 31.525 Cum
1018 11.17 Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means BI01010001010000000000000515BI0100002130
1019 11.18 iii) Unloading of aggregates BI01010001010000000000000515BI0100002131 211.439 Cum
1020 11.19 iii) Unloading of sand BI01010001010000000000000515BI0100002132 31.525 Cum
1021 11.2 Loading and unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100002133
1022 11.21 i) Loading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100002134 2.074 ton
1023 11.22 ii) Unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100002135 2.074 ton
1024 11.23 Haulage excluding Loading and Unloading BI01010001010000000000000515BI0100002136
1025 11.24 Haulage of materials by tipper excluding cost of loading, unloading and stacking BI01010001010000000000000515BI0100002137
1026 11.25 Case-I : Surfaced road BI01010001010000000000000515BI0100002138
1027 11.26 a) Sand lead distance 60 Km BI01010001010000000000000515BI0100002139 3480 T/Km
1028 11.27 b) Aggregates ad distance 60 Km BI01010001010000000000000515BI0100002140 22080 T/Km
1029 11.28 c) Bitumen ad distance 120 Km BI01010001010000000000000515BI0100002141 248.909 T/Km
1030 11.29 Case-III : Katcha Track BI01010001010000000000000515BI0100002142
1031 11.3 a) Sand lead distance 14 Km BI01010001010000000000000515BI0100002143 812 T/Km
1032 11.31 b) Aggregates lead distance 14 Km BI01010001010000000000000515BI0100002144 5152 T/Km
1033 11.32 c) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100002145
1034 11.33 Earthwork in excavation for structures as per drawing and technical Specification Clause 305.1. including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. BI01010001010000000000000515BI0100002146
1035 11.34 I. Ordinary soil (upto 3m depth) BI01010001010000000000000515BI0100002147 450.9 Cum
1036 11.35 Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203. BI01010001010000000000000515BI0100002148
1037 11.36 I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing) BI01010001010000000000000515BI0100002149 45.166 Cum
1038 11.37 Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 BI01010001010000000000000515BI0100002150
1039 11.38 II. Course rubble masonry (2nd sort) BI01010001010000000000000515BI0100002151 901.32 Cum
1040 11.39 Providing and laying filter media with granular crush aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind retaining wall to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 BI01010001010000000000000515BI0100002152 429.6 Cum
1041 11.4 Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 BI01010001010000000000000515BI0100002153
1042 11.41 I. Random rubble masonry BI01010001010000000000000515BI0100002154 16.51 Cum
1043 11.42 Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204 BI01010001010000000000000515BI0100002155 162.89 Sqm
1044 11.43 Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11 BI01010001010000000000000515BI0100002156 54.5 Rm
1045 11.44 Loading and unloading by manual means BI01010001010000000000000515BI0100002157
1046 11.45 i) Loading of masonry stone BI01010001010000000000000515BI0100002158 1065.24 m3
1047 11.46 i) Loading of aggregates BI01010001010000000000000515BI0100002159 561.76 m3
1048 11.47 ii) Loading of sand BI01010001010000000000000515BI0100002160 345.12 m3
1049 11.48 Loading and unloading by Mechanical means BI01010001010000000000000515BI0100002161
1050 11.49 iii) Unloading of masonry stone BI01010001010000000000000515BI0100002162 1065.24 m3
1051 11.5 iii) Unloading of aggregates BI01010001010000000000000515BI0100002163 561.76 m3
1052 11.51 iii) Unloading of sand BI01010001010000000000000515BI0100002164 345.12 m3
1053 11.52 Loading and unloading of cement by manual means BI01010001010000000000000515BI0100002165
1054 11.53 i) Loading of cement BI01010001010000000000000515BI0100002166 167.9 ton
1055 11.54 ii) Unloading of cement BI01010001010000000000000515BI0100002167 167.9 ton
1056 11.55 Haulage of materials by tipper excluding cost of loading, unloading and stacking BI01010001010000000000000515BI0100002168
1057 11.56 Case-I : Surfaced road BI01010001010000000000000515BI0100002169
1058 11.57 a) Sand lead distance 60 Km BI01010001010000000000000515BI0100002170 41640 T/Km
1059 11.58 b) Aggregates lead distance 60 Km BI01010001010000000000000515BI0100002171 59880 T/Km
1060 11.59 c) Cement lead distance 120Km BI01010001010000000000000515BI0100002172 20148 T/Km
1061 11.6 d) Masonry stone lead distance 30 Km BI01010001010000000000000515BI0100002173 54660 T/Km
1062 11.61 Case-III : Katcha Track BI01010001010000000000000515BI0100002174
1063 11.62 a) Sand lead distance 14 Km BI01010001010000000000000515BI0100002175 9716 T/Km
1064 11.63 b) Aggregates lead distance 14 Km BI01010001010000000000000515BI0100002176 13972 T/Km
1065 11.64 c) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100002177
1066 11.65 d) Masonry stone lead distance 5.0Km BI01010001010000000000000515BI0100002178 9110 T/Km
1067 11.66 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps ,Dewatering,Shoring and shuttering and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. BI01010001010000000000000515BI0100002179
1068 11.67 Ordinary soil BI01010001010000000000000515BI0100002180
1069 11.68 Upto 3 m depth BI01010001010000000000000515BI0100002181 623.98 cum
1070 11.69 3 m to 6 m depth BI01010001010000000000000515BI0100002182 125.114 cum
1071 11.7 Ordinary rock BI01010001010000000000000515BI0100002183 415.987 cum
1072 11.71 Hard rock (requiring blasting) BI01010001010000000000000515BI0100002184 83.409 cum
1073 11.72 Hard rock (blasting prohibited) BI01010001010000000000000515BI0100002185
1074 11.73 Filling annular space around footing in rock as per technical specification Clause 1203.4.3. BI01010001010000000000000515BI0100002186
1075 11.74 P.C.C grade M 15 (Nominal mix 1:2.5:5) BI01010001010000000000000515BI0100002187 29.92 cum
1076 11.75 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 BI01010001010000000000000515BI0100002188
1077 11.76 P.C.C grade M 15 BI01010001010000000000000515BI0100002189
1078 11.77 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100002190 16.728 cum
1079 11.78 R.C.C. grade M 30 BI01010001010000000000000515BI0100002191 102.7 cum
1080 11.79 Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 BI01010001010000000000000515BI0100002192 27.479 MT
1081 11.8 Sub Structure BI01010001010000000000000515BI0100002193
1082 11.81 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 BI01010001010000000000000515BI0100002194
1083 11.82 For height upto 5 m BI01010001010000000000000515BI0100002195
1084 11.83 R.C.C. grade M30 BI01010001010000000000000515BI0100002196 87.136 cum
1085 11.84 For height 5 to 10 m BI01010001010000000000000515BI0100002197 65.352 cum
1086 11.85 For height above 10 m BI01010001010000000000000515BI0100002198 65.352 cum
1087 11.86 Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 BI01010001010000000000000515BI0100002199 39.211 MT
1088 11.87 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 BI01010001010000000000000515BI0100002200 164 Nos.
1089 11.88 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 BI01010001010000000000000515BI0100002201
1090 11.89 Granular material BI01010001010000000000000515BI0100002202 598.626 cum
1091 11.9 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 BI01010001010000000000000515BI0100002203 76.518 cum
1092 11.91 Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications. BI01010001010000000000000515BI0100002204 620 tonne capacit
1093 11.92 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1 BI01010001010000000000000515BI0100002205 20480 cucm
1094 11.93 Super Structure BI01010001010000000000000515BI0100002206
1095 11.94 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 BI01010001010000000000000515BI0100002207
1096 11.95 R.C.C. Grade M 30 BI01010001010000000000000515BI0100002208 68.832 Cum
1097 11.96 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 BI01010001010000000000000515BI0100002209 8.604 MT
1098 11.97 Providing steel R.S.Js/ built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications clause 1205.6 BI01010001010000000000000515BI0100002210 51.803 MT
1099 11.98 Drainage spouts complete as per drawing and technical specifications Clause 1209 BI01010001010000000000000515BI0100002211 12 Nos.
1100 11.99 P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 BI01010001010000000000000515BI0100002212
1101 12 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100002213 3.833 cum
1102 12.01 Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 BI01010001010000000000000515BI0100002214 12.18 cum
1103 12.02 Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5 BI01010001010000000000000515BI0100002215 13 Rm
1104 12.03 Filler Joint BI01010001010000000000000515BI0100002216
1105 12.04 Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications BI01010001010000000000000515BI0100002217 11.6 Rm
1106 12.05 Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. BI01010001010000000000000515BI0100002218 11.275 cum
1107 12.06 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. BI01010001010000000000000515BI0100002219
1108 12.07 (i) Bitumen (S-90) BI01010001010000000000000515BI0100002220 225.5 Sqm
1109 12.08 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 BI01010001010000000000000515BI0100002221
1110 12.09 By Manual Means BI01010001010000000000000515BI0100002222
1111 12.1 Case - II : Type B BI01010001010000000000000515BI0100002223
1112 12.11 (I) Bitumen (S-90) BI01010001010000000000000515BI0100002224 225.5 Sqm
1113 12.12 River Bank Protection Work BI01010001010000000000000515BI0100002225
1114 12.13 Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 BI01010001010000000000000515BI0100002226
1115 12.14 For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall BI01010001010000000000000515BI0100002227 180 Cum
1116 12.15 Launching & Erection of superstructure as guide line of IRC -87-2018,IRC-22-2015 and IRC-24-2010 and Technical specification MoRT&H BI01010001010000000000000515BI0100002228 1 Nos.
1117 12.16 Load Carrying capacity of bridge as guide line of IRC SP 037-2010 BI01010001010000000000000515BI0100002229 1 Nos.
1118 12.17 Loading of stone aggregates BI01010001010000000000000515BI0100002230
1119 12.18 M15 grade concrete BI01010001010000000000000515BI0100002231 40.384 Cum
1120 12.19 M25 grade concrete BI01010001010000000000000515BI0100002232 10.962 Cum
1121 12.2 M30 grade concrete BI01010001010000000000000515BI0100002233 350.434 Cum
1122 12.21 Bituminous Macadam BI01010001010000000000000515BI0100002234 12.763 Cum
1123 12.22 Premix carpet BI01010001010000000000000515BI0100002235 6.089 Cum
1124 12.23 Seal coat BI01010001010000000000000515BI0100002236 1.353 Cum
1125 12.24 Unloading of stone aggregates BI01010001010000000000000515BI0100002237
1126 12.25 M15 grade concrete BI01010001010000000000000515BI0100002238 40.384 Cum
1127 12.26 M25 grade concrete BI01010001010000000000000515BI0100002239 10.962 Cum
1128 12.27 M30 grade concrete BI01010001010000000000000515BI0100002240 350.434 Cum
1129 12.28 Bituminous Macadam BI01010001010000000000000515BI0100002241 12.763 Cum
1130 12.29 Premix carpet BI01010001010000000000000515BI0100002242 6.089 Cum
1131 12.3 Seal coat BI01010001010000000000000515BI0100002243
1132 12.31 Loading of sand BI01010001010000000000000515BI0100002244
1133 12.32 M15 grade concrete BI01010001010000000000000515BI0100002245 24.231 Cum
1134 12.33 M25 grade concrete BI01010001010000000000000515BI0100002246 5.481 Cum
1135 12.34 M30 grade concrete BI01010001010000000000000515BI0100002247 175.217 Cum
1136 12.35 Bituminous Macadam BI01010001010000000000000515BI0100002248 3.191 Cum
1137 12.36 Seal coat BI01010001010000000000000515BI0100002249 1.353 Cum
1138 12.37 Unloading of sand BI01010001010000000000000515BI0100002250
1139 12.38 M15 grade concrete BI01010001010000000000000515BI0100002251 24.231 Cum
1140 12.39 M25 grade concrete BI01010001010000000000000515BI0100002252 5.481 Cum
1141 12.4 M30 grade concrete BI01010001010000000000000515BI0100002253 175.217 Cum
1142 12.41 Bituminous Macadam BI01010001010000000000000515BI0100002254 3.191 Cum
1143 12.42 Seal coat BI01010001010000000000000515BI0100002255
1144 12.43 Loading of cement and stacking BI01010001010000000000000515BI0100002256
1145 12.44 M15 grade concrete BI01010001010000000000000515BI0100002257 13.882 MT
1146 12.45 M25 grade concrete BI01010001010000000000000515BI0100002258 4.921 MT
1147 12.46 M30 grade concrete BI01010001010000000000000515BI0100002259 167.429 MT
1148 12.47 Unloading of cement and stacking BI01010001010000000000000515BI0100002260
1149 12.48 M15 grade concrete BI01010001010000000000000515BI0100002261 16.154 MT
1150 12.49 M25 grade concrete BI01010001010000000000000515BI0100002262 7.43 MT
1151 12.5 M30 grade concrete BI01010001010000000000000515BI0100002263 276.453 MT
1152 12.51 Loading steel and stacking BI01010001010000000000000515BI0100002264 79.059 MT
1153 12.52 Unloading steel and stacking BI01010001010000000000000515BI0100002265 79.059 MT
1154 12.53 Loading Bitumen Drums and stacking BI01010001010000000000000515BI0100002266
1155 12.54 Bituminous Macadam BI01010001010000000000000515BI0100002267 0.812 MT
1156 12.55 Premix carpet BI01010001010000000000000515BI0100002268 0.329 MT
1157 12.56 Seal coat BI01010001010000000000000515BI0100002269 0.153 MT
1158 12.57 Unloading Bitumen Drums and stacking BI01010001010000000000000515BI0100002270
1159 12.58 Bituminous Macadam BI01010001010000000000000515BI0100002271 0.812 MT
1160 12.59 Premix carpet BI01010001010000000000000515BI0100002272 0.329 MT
1161 12.6 Seal coat BI01010001010000000000000515BI0100002273 0.153 MT
1162 12.61 Cost of Haulage Excluding Loading and Unloading BI01010001010000000000000515BI0100002274
1163 12.62 Surfaced Road BI01010001010000000000000515BI0100002275
1164 12.63 a) Cement lead distance 120 Km BI01010001010000000000000515BI0100002276 22347.9 T.km
1165 12.64 b) Stone Aggregates lead distance 60 Km BI01010001010000000000000515BI0100002277 25319.1 T.km
1166 12.65 c) Sand lead distance 60 Km BI01010001010000000000000515BI0100002278 12568.3 T.km
1167 12.66 d) Steel lead distance 120 Km BI01010001010000000000000515BI0100002279 9487.07 T.km
1168 12.67 e) Bitumen lead distance 120 Km BI01010001010000000000000515BI0100002280 155.324 T.km
1169 12.68 Unsurface road BI01010001010000000000000515BI0100002281
1170 12.69 a) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100002282
1171 12.7 b) Stone Aggregates lead distance 14 Km BI01010001010000000000000515BI0100002283 1250.8 T.km
1172 12.71 c) Sand lead distance 14 Km BI01010001010000000000000515BI0100002284 742.16 T.km
1173 12.72 d) Steel lead distance 0.0 Km BI01010001010000000000000515BI0100002285
1174 12.73 e) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100002286
1175 12.74 GST 12% on Civil Works BI01010001010000000000000515BI0100002287 1 Percentage
1176 12.75 Labour Cess 1% BI01010001010000000000000515BI0100002288 1 Percentage
1177 12.76 GST on Steel parts 18% BI01010001010000000000000515BI0100002289 1 Percentage
1178 12.77 Labour Cess 1% BI01010001010000000000000515BI0100002290 1 Percentage
1179 12.78 2o mtr span steel bridge over Taklak Khola-I BI01010001010000000000000515BI0100002291
1180 12.79 (ii) Excavation in Hilly Areas in Soil by mechanical means. BI01010001010000000000000515BI0100002292
1181 12.8 (A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 BI01010001010000000000000515BI0100002293 1050 Cum
1182 12.81 Construction of Embankment with material obtained from Roadway cutting BI01010001010000000000000515BI0100002294
1183 12.82 Construction of Embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5 BI01010001010000000000000515BI0100002295 180 Cum
1184 12.83 Compacting Original Ground. BI01010001010000000000000515BI0100002296
1185 12.84 (ii) Compacting original ground supporting subgrade. BI01010001010000000000000515BI0100002297
1186 12.85 Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2. BI01010001010000000000000515BI0100002298 300 Sqm
1187 12.86 Granular Sub-Base with well graded material (Table 400.1) BI01010001010000000000000515BI0100002299
1188 12.87 (A) By Mix in Place Method. BI01010001010000000000000515BI0100002300
1189 12.88 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401. BI01010001010000000000000515BI0100002301
1190 12.89 (i) For Grading I Material. BI01010001010000000000000515BI0100002302 37.5 Cum
1191 12.9 Water Bound Macadam with Crushable Screenings BI01010001010000000000000515BI0100002303
1192 12.91 (2) WBM Grading 2 BI01010001010000000000000515BI0100002304
1193 12.92 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. BI01010001010000000000000515BI0100002305
1194 12.93 (A) By manual means. BI01010001010000000000000515BI0100002306 22.5 Cum
1195 12.94 (3) WBM Grading 3 BI01010001010000000000000515BI0100002307
1196 12.95 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. BI01010001010000000000000515BI0100002308
1197 12.96 (A) By manual means. BI01010001010000000000000515BI0100002309 22.5 Cum
1198 12.97 Prime Coat BI01010001010000000000000515BI0100002310
1199 12.98 (i) Low porosity BI01010001010000000000000515BI0100002311
1200 12.99 Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. BI01010001010000000000000515BI0100002312 231.25 Sqm
1201 13 Tack Coat BI01010001010000000000000515BI0100002313
1202 13.01 (iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503. BI01010001010000000000000515BI0100002314 231.25 Sqm
1203 13.02 20mm thick Open-Graded Premix Carpet BI01010001010000000000000515BI0100002315
1204 13.03 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 BI01010001010000000000000515BI0100002316
1205 13.04 By Manual Means BI01010001010000000000000515BI0100002317 231.25 Sqm
1206 13.05 Seal Coat BI01010001010000000000000515BI0100002318
1207 13.06 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 BI01010001010000000000000515BI0100002319
1208 13.07 Type B(ii) Bitumen (S-65) BI01010001010000000000000515BI0100002320 231.25 Sqm
1209 13.08 Construction of earthen shoulder. BI01010001010000000000000515BI0100002321
1210 13.09 Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1. BI01010001010000000000000515BI0100002322 22.688 Cum
1211 13.1 Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means BI01010001010000000000000515BI0100002323
1212 13.11 i) Loading of aggregates BI01010001010000000000000515BI0100002324 105.719 Cum
1213 13.12 ii) Loading of sand BI01010001010000000000000515BI0100002325 15.763 Cum
1214 13.13 Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means BI01010001010000000000000515BI0100002326
1215 13.14 iii) Unloading of aggregates BI01010001010000000000000515BI0100002327 105.719 Cum
1216 13.15 iii) Unloading of sand BI01010001010000000000000515BI0100002328 15.763 Cum
1217 13.16 Loading and unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100002329
1218 13.17 i) Loading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100002330 1.037 ton
1219 13.18 ii) Unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100002331 1.037 ton
1220 13.19 Haulage excluding Loading and Unloading BI01010001010000000000000515BI0100002332
1221 13.2 Haulage of materials by tipper excluding cost of loading, unloading and stacking BI01010001010000000000000515BI0100002333
1222 13.21 Case-I : Surfaced road BI01010001010000000000000515BI0100002334
1223 13.22 a) Sand lead distance 90 Km BI01010001010000000000000515BI0100002335 2610 T/Km
1224 13.23 b) Aggregates ad distance 90 Km BI01010001010000000000000515BI0100002336 16560 T/Km
1225 13.24 c) Bitumen ad distance 125 Km BI01010001010000000000000515BI0100002337 129.64 T/Km
1226 13.25 Case-III : Katcha Track BI01010001010000000000000515BI0100002338
1227 13.26 a) Sand lead distance 10 Km BI01010001010000000000000515BI0100002339 290 T/Km
1228 13.27 b) Aggregates lead distance 10 Km BI01010001010000000000000515BI0100002340 1840 T/Km
1229 13.28 c) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100002341
1230 13.29 Earthwork in excavation for structures as per drawing and technical Specification Clause 305.1. including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. BI01010001010000000000000515BI0100002342
1231 13.3 I. Ordinary soil (upto 3m depth) BI01010001010000000000000515BI0100002343 121.95 Cum
1232 13.31 Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203. BI01010001010000000000000515BI0100002344
1233 13.32 I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing) BI01010001010000000000000515BI0100002345 12.218 Cum
1234 13.33 Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 BI01010001010000000000000515BI0100002346
1235 13.34 II. Course rubble masonry (2nd sort) BI01010001010000000000000515BI0100002347 208.32 Cum
1236 13.35 Providing and laying filter media with granular crush aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind retaining wall to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 BI01010001010000000000000515BI0100002348 106.8 Cum
1237 13.36 Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 BI01010001010000000000000515BI0100002349
1238 13.37 I. Random rubble masonry BI01010001010000000000000515BI0100002350 2.54 Cum
1239 13.38 Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204 BI01010001010000000000000515BI0100002351 25.06 Sqm
1240 13.39 Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11 BI01010001010000000000000515BI0100002352 31 Rm
1241 13.4 Loading and unloading by manual means BI01010001010000000000000515BI0100002353
1242 13.41 i) Loading of masonry stone BI01010001010000000000000515BI0100002354 244.62 m3
1243 13.42 i) Loading of aggregates BI01010001010000000000000515BI0100002355 141.38 m3
1244 13.43 ii) Loading of sand BI01010001010000000000000515BI0100002356 80.46 m3
1245 13.44 Loading and unloading by Mechanical means BI01010001010000000000000515BI0100002357
1246 13.45 iii) Unloading of masonry stone BI01010001010000000000000515BI0100002358 244.62 m3
1247 13.46 iii) Unloading of aggregates BI01010001010000000000000515BI0100002359 141.38 m3
1248 13.47 iii) Unloading of sand BI01010001010000000000000515BI0100002360 80.46 m3
1249 13.48 Loading and unloading of cement by manual means BI01010001010000000000000515BI0100002361
1250 13.49 i) Loading of cement BI01010001010000000000000515BI0100002362 39.4 ton
1251 13.5 ii) Unloading of cement BI01010001010000000000000515BI0100002363 39.4 ton
1252 13.51 Haulage of materials by tipper excluding cost of loading, unloading and stacking BI01010001010000000000000515BI0100002364
1253 13.52 Case-I : Surfaced road BI01010001010000000000000515BI0100002365
1254 13.53 a) Sand lead distance 90 Km BI01010001010000000000000515BI0100002366 13680 T/Km
1255 13.54 b) Aggregates lead distance 90 Km BI01010001010000000000000515BI0100002367 21960 T/Km
1256 13.55 c) Cement lead distance 125Km BI01010001010000000000000515BI0100002368 4925 T/Km
1257 13.56 d) Masonry stone lead distance 30 Km BI01010001010000000000000515BI0100002369 12480 T/Km
1258 13.57 Case-III : Katcha Track BI01010001010000000000000515BI0100002370
1259 13.58 a) Sand lead distance 10 Km BI01010001010000000000000515BI0100002371 1520 T/Km
1260 13.59 b) Aggregates lead distance 10 Km BI01010001010000000000000515BI0100002372 2440 T/Km
1261 13.6 c) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100002373
1262 13.61 d) Masonry stone lead distance 5.0Km BI01010001010000000000000515BI0100002374 1248 T/Km
1263 13.62 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps ,Dewatering,Shoring and shuttering and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. BI01010001010000000000000515BI0100002375
1264 13.63 Ordinary soil BI01010001010000000000000515BI0100002376
1265 13.64 Upto 3 m depth BI01010001010000000000000515BI0100002377 700.278 cum
1266 13.65 3 m to 6 m depth BI01010001010000000000000515BI0100002378 179.237 cum
1267 13.66 Ordinary rock BI01010001010000000000000515BI0100002379 466.852 cum
1268 13.67 Hard rock (requiring blasting) BI01010001010000000000000515BI0100002380 119.491 cum
1269 13.68 Hard rock (blasting prohibited) BI01010001010000000000000515BI0100002381
1270 13.69 Filling annular space around footing in rock as per technical specification Clause 1203.4.3. BI01010001010000000000000515BI0100002382
1271 13.7 P.C.C grade M 15 (Nominal mix 1:2.5:5) BI01010001010000000000000515BI0100002383 17.952 cum
1272 13.71 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 BI01010001010000000000000515BI0100002384
1273 13.72 P.C.C grade M 15 BI01010001010000000000000515BI0100002385
1274 13.73 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100002386 16.32 cum
1275 13.74 R.C.C. grade M 30 BI01010001010000000000000515BI0100002387 100.1 cum
1276 13.75 Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 BI01010001010000000000000515BI0100002388 26.785 MT
1277 13.76 Sub Structure BI01010001010000000000000515BI0100002389
1278 13.77 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 BI01010001010000000000000515BI0100002390
1279 13.78 For height upto 5 m BI01010001010000000000000515BI0100002391
1280 13.79 R.C.C. grade M30 BI01010001010000000000000515BI0100002392 84.426 cum
1281 13.8 For height 5 to 10 m BI01010001010000000000000515BI0100002393 63.32 cum
1282 13.81 For height above 10 m BI01010001010000000000000515BI0100002394 63.32 cum
1283 13.82 Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 BI01010001010000000000000515BI0100002395 37.992 MT
1284 13.83 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 BI01010001010000000000000515BI0100002396 144 Nos.
1285 13.84 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 BI01010001010000000000000515BI0100002397
1286 13.85 Granular material BI01010001010000000000000515BI0100002398 551.296 cum
1287 13.86 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 BI01010001010000000000000515BI0100002399 73.934 cum
1288 13.87 Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications. BI01010001010000000000000515BI0100002400 620 tonne capacit
1289 13.88 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1 BI01010001010000000000000515BI0100002401 20480 cucm
1290 13.89 Super Structure BI01010001010000000000000515BI0100002402
1291 13.9 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 BI01010001010000000000000515BI0100002403
1292 13.91 R.C.C. Grade M 30 BI01010001010000000000000515BI0100002404 48.342 Cum
1293 13.92 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 BI01010001010000000000000515BI0100002405 6.043 MT
1294 13.93 Providing steel R.S.Js/ built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications clause 1205.6 BI01010001010000000000000515BI0100002406 27.633 MT
1295 13.94 Drainage spouts complete as per drawing and technical specifications Clause 1209 BI01010001010000000000000515BI0100002407 8 Nos.
1296 13.95 P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 BI01010001010000000000000515BI0100002408
1297 13.96 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100002409 3.833 cum
1298 13.97 Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 BI01010001010000000000000515BI0100002410 12.18 cum
1299 13.98 Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5 BI01010001010000000000000515BI0100002411 13 Rm
1300 13.99 Filler Joint BI01010001010000000000000515BI0100002412
1301 14 Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications BI01010001010000000000000515BI0100002413 11.6 Rm
1302 14.01 Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. BI01010001010000000000000515BI0100002414 8.525 cum
1303 14.02 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. BI01010001010000000000000515BI0100002415
1304 14.03 (i) Bitumen (S-90) BI01010001010000000000000515BI0100002416 170.5 Sqm
1305 14.04 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 BI01010001010000000000000515BI0100002417
1306 14.05 By Manual Means BI01010001010000000000000515BI0100002418
1307 14.06 Case - II : Type B BI01010001010000000000000515BI0100002419
1308 14.07 (I) Bitumen (S-90) BI01010001010000000000000515BI0100002420 170.5 Sqm
1309 14.08 River Bank Protection Work BI01010001010000000000000515BI0100002421
1310 14.09 Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 BI01010001010000000000000515BI0100002422
1311 14.1 For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall BI01010001010000000000000515BI0100002423 180 Cum
1312 14.11 Launching & Erection of superstructure as guide line of IRC -87-2018,IRC-22-2015 and IRC-24-2010 and Technical specification MoRT&H BI01010001010000000000000515BI0100002424 1 Nos.
1313 14.12 Load Carrying capacity of bridge as guide line of IRC SP 037-2010 BI01010001010000000000000515BI0100002425 1 Nos.
1314 14.13 Loading of stone aggregates BI01010001010000000000000515BI0100002426
1315 14.14 M15 grade concrete BI01010001010000000000000515BI0100002427 30.484 Cum
1316 14.15 M25 grade concrete BI01010001010000000000000515BI0100002428 10.962 Cum
1317 14.16 M30 grade concrete BI01010001010000000000000515BI0100002429 323.556 Cum
1318 14.17 Bituminous Macadam BI01010001010000000000000515BI0100002430 9.65 Cum
1319 14.18 Premix carpet BI01010001010000000000000515BI0100002431 4.604 Cum
1320 14.19 Seal coat BI01010001010000000000000515BI0100002432 1.023 Cum
1321 14.2 Unloading of stone aggregates BI01010001010000000000000515BI0100002433
1322 14.21 M15 grade concrete BI01010001010000000000000515BI0100002434 30.484 Cum
1323 14.22 M25 grade concrete BI01010001010000000000000515BI0100002435 10.962 Cum
1324 14.23 M30 grade concrete BI01010001010000000000000515BI0100002436 323.556 Cum
1325 14.24 Bituminous Macadam BI01010001010000000000000515BI0100002437 9.65 Cum
1326 14.25 Premix carpet BI01010001010000000000000515BI0100002438 4.604 Cum
1327 14.26 Seal coat BI01010001010000000000000515BI0100002439
1328 14.27 Loading of sand BI01010001010000000000000515BI0100002440
1329 14.28 M15 grade concrete BI01010001010000000000000515BI0100002441 18.29 Cum
1330 14.29 M25 grade concrete BI01010001010000000000000515BI0100002442 5.481 Cum
1331 14.3 M30 grade concrete BI01010001010000000000000515BI0100002443 161.778 Cum
1332 14.31 Bituminous Macadam BI01010001010000000000000515BI0100002444 2.413 Cum
1333 14.32 Seal coat BI01010001010000000000000515BI0100002445 1.023 Cum
1334 14.33 Unloading of sand BI01010001010000000000000515BI0100002446
1335 14.34 M15 grade concrete BI01010001010000000000000515BI0100002447 18.29 Cum
1336 14.35 M25 grade concrete BI01010001010000000000000515BI0100002448 5.481 Cum
1337 14.36 M30 grade concrete BI01010001010000000000000515BI0100002449 161.778 Cum
1338 14.37 Bituminous Macadam BI01010001010000000000000515BI0100002450 2.413 Cum
1339 14.38 Seal coat BI01010001010000000000000515BI0100002451
1340 14.39 Loading of cement and stacking BI01010001010000000000000515BI0100002452
1341 14.4 M15 grade concrete BI01010001010000000000000515BI0100002453 10.479 MT
1342 14.41 M25 grade concrete BI01010001010000000000000515BI0100002454 4.921 MT
1343 14.42 M30 grade concrete BI01010001010000000000000515BI0100002455 154.588 MT
1344 14.43 Unloading of cement and stacking BI01010001010000000000000515BI0100002456
1345 14.44 M15 grade concrete BI01010001010000000000000515BI0100002457 12.193 MT
1346 14.45 M25 grade concrete BI01010001010000000000000515BI0100002458 7.43 MT
1347 14.46 M30 grade concrete BI01010001010000000000000515BI0100002459 255.25 MT
1348 14.47 Loading steel and stacking BI01010001010000000000000515BI0100002460 74.36 MT
1349 14.48 Unloading steel and stacking BI01010001010000000000000515BI0100002461 74.36 MT
1350 14.49 Loading Bitumen Drums and stacking BI01010001010000000000000515BI0100002462
1351 14.5 Bituminous Macadam BI01010001010000000000000515BI0100002463 0.614 MT
1352 14.51 Premix carpet BI01010001010000000000000515BI0100002464 0.249 MT
1353 14.52 Seal coat BI01010001010000000000000515BI0100002465 0.116 MT
1354 14.53 Unloading Bitumen Drums and stacking BI01010001010000000000000515BI0100002466
1355 14.54 Bituminous Macadam BI01010001010000000000000515BI0100002467 0.614 MT
1356 14.55 Premix carpet BI01010001010000000000000515BI0100002468 0.249 MT
1357 14.56 Seal coat BI01010001010000000000000515BI0100002469 0.116 MT
1358 14.57 Cost of Haulage Excluding Loading and Unloading BI01010001010000000000000515BI0100002470
1359 14.58 Surfaced Road BI01010001010000000000000515BI0100002471
1360 14.59 a) Cement lead distance 125 Km BI01010001010000000000000515BI0100002472 21248.4 T.km
1361 14.6 b) Stone Aggregates lead distance 90 Km BI01010001010000000000000515BI0100002473 34225.1 T.km
1362 14.61 c) Sand lead distance 90 Km BI01010001010000000000000515BI0100002474 17008.6 T.km
1363 14.62 d) Steel lead distance 125 Km BI01010001010000000000000515BI0100002475 9295.02 T.km
1364 14.63 e) Bitumen lead distance 125 Km BI01010001010000000000000515BI0100002476 122.334 T.km
1365 14.64 Unsurface road BI01010001010000000000000515BI0100002477
1366 14.65 a) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100002478
1367 14.66 b) Stone Aggregates lead distance 10 Km BI01010001010000000000000515BI0100002479 675.35 T.km
1368 14.67 c) Sand lead distance 10 Km BI01010001010000000000000515BI0100002480 437.389 T.km
1369 14.68 d) Steel lead distance 0.0 Km BI01010001010000000000000515BI0100002481
1370 14.69 e) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100002482
1371 14.7 GST 12% on Civil Works BI01010001010000000000000515BI0100002483 1 Percentage
1372 14.71 Labour Cess 1% BI01010001010000000000000515BI0100002484 1 Percentage
1373 14.72 GST on Steel parts 18% BI01010001010000000000000515BI0100002485 1 Percentage
1374 14.73 Labour Cess 1% BI01010001010000000000000515BI0100002486 1 Percentage
1375 14.74 20 mtr span steel bridge over Taklak Khola-II BI01010001010000000000000515BI0100002487
1376 14.75 (ii) Excavation in Hilly Areas in Soil by mechanical means. BI01010001010000000000000515BI0100002488
1377 14.76 (A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 BI01010001010000000000000515BI0100002489 2100 Cum
1378 14.77 Construction of Embankment with material obtained from Roadway cutting BI01010001010000000000000515BI0100002490
1379 14.78 Construction of Embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5 BI01010001010000000000000515BI0100002491 180 Cum
1380 14.79 Compacting Original Ground. BI01010001010000000000000515BI0100002492
1381 14.8 (ii) Compacting original ground supporting subgrade. BI01010001010000000000000515BI0100002493
1382 14.81 Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2. BI01010001010000000000000515BI0100002494 600 Sqm
1383 14.82 Granular Sub-Base with well graded material (Table 400.1) BI01010001010000000000000515BI0100002495
1384 14.83 (A) By Mix in Place Method. BI01010001010000000000000515BI0100002496
1385 14.84 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401. BI01010001010000000000000515BI0100002497
1386 14.85 (i) For Grading I Material. BI01010001010000000000000515BI0100002498 75 Cum
1387 14.86 Water Bound Macadam with Crushable Screenings BI01010001010000000000000515BI0100002499
1388 14.87 (2) WBM Grading 2 BI01010001010000000000000515BI0100002500
1389 14.88 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. BI01010001010000000000000515BI0100002501
1390 14.89 (A) By manual means. BI01010001010000000000000515BI0100002502 45 Cum
1391 14.9 (3) WBM Grading 3 BI01010001010000000000000515BI0100002503
1392 14.91 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. BI01010001010000000000000515BI0100002504
1393 14.92 (A) By manual means. BI01010001010000000000000515BI0100002505 45 Cum
1394 14.93 Prime Coat BI01010001010000000000000515BI0100002506
1395 14.94 (i) Low porosity BI01010001010000000000000515BI0100002507
1396 14.95 Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. BI01010001010000000000000515BI0100002508 462.5 Sqm
1397 14.96 Tack Coat BI01010001010000000000000515BI0100002509
1398 14.97 (iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503. BI01010001010000000000000515BI0100002510 462.5 Sqm
1399 14.98 20mm thick Open-Graded Premix Carpet BI01010001010000000000000515BI0100002511
1400 14.99 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 BI01010001010000000000000515BI0100002512
1401 15 By Manual Means BI01010001010000000000000515BI0100002513 462.5 Sqm
1402 15.01 Seal Coat BI01010001010000000000000515BI0100002514
1403 15.02 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 BI01010001010000000000000515BI0100002515
1404 15.03 Type B(ii) Bitumen (S-65) BI01010001010000000000000515BI0100002516 462.5 Sqm
1405 15.04 Construction of earthen shoulder. BI01010001010000000000000515BI0100002517
1406 15.05 Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1. BI01010001010000000000000515BI0100002518 45.375 Cum
1407 15.06 Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means BI01010001010000000000000515BI0100002519
1408 15.07 i) Loading of aggregates BI01010001010000000000000515BI0100002520 211.439 Cum
1409 15.08 ii) Loading of sand BI01010001010000000000000515BI0100002521 31.525 Cum
1410 15.09 Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means BI01010001010000000000000515BI0100002522
1411 15.1 iii) Unloading of aggregates BI01010001010000000000000515BI0100002523 211.439 Cum
1412 15.11 iii) Unloading of sand BI01010001010000000000000515BI0100002524 31.525 Cum
1413 15.12 Loading and unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100002525
1414 15.13 i) Loading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100002526 2.074 ton
1415 15.14 ii) Unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100002527 2.074 ton
1416 15.15 Haulage excluding Loading and Unloading BI01010001010000000000000515BI0100002528
1417 15.16 Haulage of materials by tipper excluding cost of loading, unloading and stacking BI01010001010000000000000515BI0100002529
1418 15.17 Case-I : Surfaced road BI01010001010000000000000515BI0100002530
1419 15.18 a) Sand lead distance 90 Km BI01010001010000000000000515BI0100002531 5220 T/Km
1420 15.19 b) Aggregates ad distance 90 Km BI01010001010000000000000515BI0100002532 33120 T/Km
1421 15.2 c) Bitumen ad distance 125 Km BI01010001010000000000000515BI0100002533 259.28 T/Km
1422 15.21 Case-III : Katcha Track BI01010001010000000000000515BI0100002534
1423 15.22 a) Sand lead distance 10 Km BI01010001010000000000000515BI0100002535 580 T/Km
1424 15.23 b) Aggregates lead distance 10 Km BI01010001010000000000000515BI0100002536 3680 T/Km
1425 15.24 c) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100002537
1426 15.25 Earthwork in excavation for structures as per drawing and technical Specification Clause 305.1. including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. BI01010001010000000000000515BI0100002538
1427 15.26 I. Ordinary soil (upto 3m depth) BI01010001010000000000000515BI0100002539 209.55 Cum
1428 15.27 Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203. BI01010001010000000000000515BI0100002540
1429 15.28 I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing) BI01010001010000000000000515BI0100002541 20.992 Cum
1430 15.29 Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 BI01010001010000000000000515BI0100002542
1431 15.3 II. Course rubble masonry (2nd sort) BI01010001010000000000000515BI0100002543 394.52 Cum
1432 15.31 Providing and laying filter media with granular crush aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind retaining wall to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 BI01010001010000000000000515BI0100002544 193.2 Cum
1433 15.32 Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 BI01010001010000000000000515BI0100002545
1434 15.33 I. Random rubble masonry BI01010001010000000000000515BI0100002546 6.35 Cum
1435 15.34 Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204 BI01010001010000000000000515BI0100002547 62.65 Sqm
1436 15.35 Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11 BI01010001010000000000000515BI0100002548 36.5 Rm
1437 15.36 Loading and unloading by manual means BI01010001010000000000000515BI0100002549
1438 15.37 i) Loading of masonry stone BI01010001010000000000000515BI0100002550 465.18 m3
1439 15.38 i) Loading of aggregates BI01010001010000000000000515BI0100002551 253.82 m3
1440 15.39 ii) Loading of sand BI01010001010000000000000515BI0100002552 151.54 m3
1441 15.4 Loading and unloading by Mechanical means BI01010001010000000000000515BI0100002553
1442 15.41 iii) Unloading of masonry stone BI01010001010000000000000515BI0100002554 465.18 m3
1443 15.42 iii) Unloading of aggregates BI01010001010000000000000515BI0100002555 253.82 m3
1444 15.43 iii) Unloading of sand BI01010001010000000000000515BI0100002556 151.54 m3
1445 15.44 Loading and unloading of cement by manual means BI01010001010000000000000515BI0100002557
1446 15.45 i) Loading of cement BI01010001010000000000000515BI0100002558 73.9 ton
1447 15.46 ii) Unloading of cement BI01010001010000000000000515BI0100002559 73.9 ton
1448 15.47 Haulage of materials by tipper excluding cost of loading, unloading and stacking BI01010001010000000000000515BI0100002560
1449 15.48 Case-I : Surfaced road BI01010001010000000000000515BI0100002561
1450 15.49 a) Sand lead distance 90 Km BI01010001010000000000000515BI0100002562 26820 T/Km
1451 15.5 b) Aggregates lead distance 90 Km BI01010001010000000000000515BI0100002563 40140 T/Km
1452 15.51 c) Cement lead distance 125Km BI01010001010000000000000515BI0100002564 9237.5 T/Km
1453 15.52 d) Masonry stone lead distance 30 Km BI01010001010000000000000515BI0100002565 23820 T/Km
1454 15.53 Case-III : Katcha Track BI01010001010000000000000515BI0100002566
1455 15.54 a) Sand lead distance 10 Km BI01010001010000000000000515BI0100002567 2980 T/Km
1456 15.55 b) Aggregates lead distance 10 Km BI01010001010000000000000515BI0100002568 4460 T/Km
1457 15.56 c) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100002569
1458 15.57 d) Masonry stone lead distance 5.0Km BI01010001010000000000000515BI0100002570 3970 T/Km
1459 15.58 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. BI01010001010000000000000515BI0100002571
1460 15.59 Ordinary soil BI01010001010000000000000515BI0100002572
1461 15.6 Upto 3 m depth BI01010001010000000000000515BI0100002573 657.316 cum
1462 15.61 3 m to 6 m depth BI01010001010000000000000515BI0100002574 154.489 cum
1463 15.62 Ordinary rock BI01010001010000000000000515BI0100002575 438.211 cum
1464 15.63 Hard rock (requiring blasting) BI01010001010000000000000515BI0100002576 102.993 cum
1465 15.64 Hard rock (blasting prohibited) BI01010001010000000000000515BI0100002577
1466 15.65 Filling annular space around footing in rock as per technical specification Clause 1203.4.3. BI01010001010000000000000515BI0100002578
1467 15.66 P.C.C grade M 15 (Nominal mix 1:2.5:5) BI01010001010000000000000515BI0100002579 34.408 cum
1468 15.67 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 BI01010001010000000000000515BI0100002580
1469 15.68 P.C.C grade M 15 BI01010001010000000000000515BI0100002581
1470 15.69 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100002582 15.708 cum
1471 15.7 R.C.C. grade M 30 BI01010001010000000000000515BI0100002583 81.77 cum
1472 15.71 Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 BI01010001010000000000000515BI0100002584 22.063 MT
1473 15.72 Sub Structure BI01010001010000000000000515BI0100002585
1474 15.73 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 BI01010001010000000000000515BI0100002586
1475 15.74 For height upto 5 m BI01010001010000000000000515BI0100002587
1476 15.75 R.C.C. grade M30 BI01010001010000000000000515BI0100002588 63.77 cum
1477 15.76 For height 5 to 10 m BI01010001010000000000000515BI0100002589 47.828 cum
1478 15.77 For heightabove 10 m BI01010001010000000000000515BI0100002590 47.828 cum
1479 15.78 Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 BI01010001010000000000000515BI0100002591 28.697 MT
1480 15.79 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 BI01010001010000000000000515BI0100002592 136 Nos.
1481 15.8 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 BI01010001010000000000000515BI0100002593
1482 15.81 Granular material BI01010001010000000000000515BI0100002594 425.041 cum
1483 15.82 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 BI01010001010000000000000515BI0100002595 56.616 cum
1484 15.83 Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications. BI01010001010000000000000515BI0100002596 620 tonne capacit
1485 15.84 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1 BI01010001010000000000000515BI0100002597 20480 cucm
1486 15.85 Super Structure BI01010001010000000000000515BI0100002598
1487 15.86 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 BI01010001010000000000000515BI0100002599
1488 15.87 R.C.C. Grade M 30 BI01010001010000000000000515BI0100002600 48.342 Cum
1489 15.88 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 BI01010001010000000000000515BI0100002601 6.043 MT
1490 15.89 Providing steel R.S.Js/ built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications clause 1205.6 BI01010001010000000000000515BI0100002602 27.633 MT
1491 15.9 Drainage spouts complete as per drawing and technical specifications Clause 1209 BI01010001010000000000000515BI0100002603 8 Nos.
1492 15.91 P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 BI01010001010000000000000515BI0100002604
1493 15.92 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100002605 3.833 cum
1494 15.93 Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 BI01010001010000000000000515BI0100002606 12.18 cum
1495 15.94 Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5 BI01010001010000000000000515BI0100002607 13 Rm
1496 15.95 Filler Joint BI01010001010000000000000515BI0100002608
1497 15.96 Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications BI01010001010000000000000515BI0100002609 11.6 Rm
1498 15.97 Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. BI01010001010000000000000515BI0100002610 8.525 cum
1499 15.98 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. BI01010001010000000000000515BI0100002611
1500 15.99 (i) Bitumen (S-90) BI01010001010000000000000515BI0100002612 170.5 Sqm
1501 16 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 BI01010001010000000000000515BI0100002613
1502 16.01 By Manual Means BI01010001010000000000000515BI0100002614
1503 16.02 Case - II : Type B BI01010001010000000000000515BI0100002615
1504 16.03 (I) Bitumen (S-90) BI01010001010000000000000515BI0100002616 170.5 Sqm
1505 16.04 River Bank Protection Work BI01010001010000000000000515BI0100002617
1506 16.05 Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 BI01010001010000000000000515BI0100002618
1507 16.06 For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall BI01010001010000000000000515BI0100002619 180 Cum
1508 16.07 Launching & Erection of superstructure as guide line of IRC -87-2018,IRC-22-2015 and IRC-24-2010 and Technical specification MoRT&H BI01010001010000000000000515BI0100002620 1 Nos.
1509 16.08 Load Carrying capacity of bridge as guide line of IRC SP 037-2010 BI01010001010000000000000515BI0100002621 1 Nos.
1510 16.09 Loading of stone aggregates BI01010001010000000000000515BI0100002622
1511 16.1 M15 grade concrete BI01010001010000000000000515BI0100002623 43.159 Cum
1512 16.11 M25 grade concrete BI01010001010000000000000515BI0100002624 10.962 Cum
1513 16.12 M30 grade concrete BI01010001010000000000000515BI0100002625 260.583 Cum
1514 16.13 Bituminous Macadam BI01010001010000000000000515BI0100002626 9.65 Cum
1515 16.14 Premix carpet BI01010001010000000000000515BI0100002627 4.604 Cum
1516 16.15 Seal coat BI01010001010000000000000515BI0100002628 1.023 Cum
1517 16.16 Unloading of stone aggregates BI01010001010000000000000515BI0100002629
1518 16.17 M15 grade concrete BI01010001010000000000000515BI0100002630 43.159 Cum
1519 16.18 M25 grade concrete BI01010001010000000000000515BI0100002631 10.962 Cum
1520 16.19 M30 grade concrete BI01010001010000000000000515BI0100002632 260.583 Cum
1521 16.2 Bituminous Macadam BI01010001010000000000000515BI0100002633 9.65 Cum
1522 16.21 Premix carpet BI01010001010000000000000515BI0100002634 4.604 Cum
1523 16.22 Seal coat BI01010001010000000000000515BI0100002635
1524 16.23 Loading of sand BI01010001010000000000000515BI0100002636
1525 16.24 M15 grade concrete BI01010001010000000000000515BI0100002637 25.895 Cum
1526 16.25 M25 grade concrete BI01010001010000000000000515BI0100002638 5.481 Cum
1527 16.26 M30 grade concrete BI01010001010000000000000515BI0100002639 130.292 Cum
1528 16.27 Bituminous Macadam BI01010001010000000000000515BI0100002640 2.413 Cum
1529 16.28 Seal coat BI01010001010000000000000515BI0100002641 1.023 Cum
1530 16.29 Unloading of sand BI01010001010000000000000515BI0100002642
1531 16.3 M15 grade concrete BI01010001010000000000000515BI0100002643 25.895 Cum
1532 16.31 M25 grade concrete BI01010001010000000000000515BI0100002644 5.481 Cum
1533 16.32 M30 grade concrete BI01010001010000000000000515BI0100002645 130.292 Cum
1534 16.33 Bituminous Macadam BI01010001010000000000000515BI0100002646 2.413 Cum
1535 16.34 Seal coat BI01010001010000000000000515BI0100002647
1536 16.35 Loading of cement and stacking BI01010001010000000000000515BI0100002648
1537 16.36 M15 grade concrete BI01010001010000000000000515BI0100002649 14.836 MT
1538 16.37 M25 grade concrete BI01010001010000000000000515BI0100002650 4.921 MT
1539 16.38 M30 grade concrete BI01010001010000000000000515BI0100002651 124.501 MT
1540 16.39 Unloading of cement and stacking BI01010001010000000000000515BI0100002652
1541 16.4 M15 grade concrete BI01010001010000000000000515BI0100002653 17.264 MT
1542 16.41 M25 grade concrete BI01010001010000000000000515BI0100002654 7.43 MT
1543 16.42 M30 grade concrete BI01010001010000000000000515BI0100002655 205.571 MT
1544 16.43 Loading steel and stacking BI01010001010000000000000515BI0100002656 59.643 MT
1545 16.44 Unloading steel and stacking BI01010001010000000000000515BI0100002657 59.643 MT
1546 16.45 Loading Bitumen Drums and stacking BI01010001010000000000000515BI0100002658
1547 16.46 Bituminous Macadam BI01010001010000000000000515BI0100002659 0.614 MT
1548 16.47 Premix carpet BI01010001010000000000000515BI0100002660 0.249 MT
1549 16.48 Seal coat BI01010001010000000000000515BI0100002661 0.116 MT
1550 16.49 Unloading Bitumen Drums and stacking BI01010001010000000000000515BI0100002662
1551 16.5 Bituminous Macadam BI01010001010000000000000515BI0100002663 0.614 MT
1552 16.51 Premix carpet BI01010001010000000000000515BI0100002664 0.249 MT
1553 16.52 Seal coat BI01010001010000000000000515BI0100002665 0.116 MT
1554 16.53 Cost of Haulage Excluding Loading and Unloading BI01010001010000000000000515BI0100002666
1555 16.54 Surfaced Road BI01010001010000000000000515BI0100002667
1556 16.55 a) Cement lead distance 125 Km BI01010001010000000000000515BI0100002668 18032.2 T.km
1557 16.56 b) Stone Aggregates lead distance 90 Km BI01010001010000000000000515BI0100002669 28977.1 T.km
1558 16.57 c) Sand lead distance 90 Km BI01010001010000000000000515BI0100002670 14859.3 T.km
1559 16.58 d) Steel lead distance 125 Km BI01010001010000000000000515BI0100002671 7455.34 T.km
1560 16.59 e) Bitumen lead distance 125 Km BI01010001010000000000000515BI0100002672 122.334 T.km
1561 16.6 Unsurface road BI01010001010000000000000515BI0100002673
1562 16.61 a) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100002674
1563 16.62 b) Stone Aggregates lead distance 10 Km BI01010001010000000000000515BI0100002675 898.39 T.km
1564 16.63 c) Sand lead distance 10 Km BI01010001010000000000000515BI0100002676 577.324 T.km
1565 16.64 d) Steel lead distance 0.0 Km BI01010001010000000000000515BI0100002677
1566 16.65 e) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100002678
1567 16.66 GST 12% on Civil Works BI01010001010000000000000515BI0100002679 1 Percentage
1568 16.67 Labour Cess 1% BI01010001010000000000000515BI0100002680 1 Percentage
1569 16.68 GST on Steel parts 18% BI01010001010000000000000515BI0100002681 1 Percentage
1570 16.69 Labour Cess 1% BI01010001010000000000000515BI0100002682 1 Percentage
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