}

Construction Of 40 Mtr Span Steel Bridge Over Seti Khola And 2 Other Works In South Sikkim, South Sikkim-Sikkim

State Rural Roads Development -SRRD has published Construction Of 40 Mtr Span Steel Bridge Over Seti Khola And 2 Other Works In South Sikkim. Submission Date for this Tender is 20-05-2021. Bridge Work Tenders in South Sikkim Sikkim. Bidders can get complete Tender details and download the document.




Tender Notice

27713003
Corrigendum : Construction Of 40 Mtr Span Steel Bridge Over Seti Khola And 2 Other Works In South Sikkim
Open Tender
Indian
Sikkim
South Sikkim
20-05-2021

Tender Details

Construction Of 40 Mtr Span Steel Bridge Over Seti Khola And 2 Other Works In South Sikkim

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 27-Apr-2021 Addendum Fee 20-05-2021

Key Value

Document Fees
INR 100000 /-
EMD
INR 2743536.0 /-
Tender Value
INR 10.97 Crore /-

BOQ Items

Name of Work:Construction of 40 Mtr span steel bridge over Seti khola & 2 other works in South Sikkim
Sl. No. Item Description Item Code / Make Quantity Units
1 1 40 Mtr span steel bridge over seti Khola BI01010001010000000000000515BI0100001112
2 1.01 (ii) Excavation in Hilly Areas in Soil by mechanical means. BI01010001010000000000000515BI0100001113
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 BI01010001010000000000000515BI0100001114 2100 Cum
4 1.03 Construction of Embankment with material obtained from Roadway cutting BI01010001010000000000000515BI0100001115
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 BI01010001010000000000000515BI0100001116 180 Cum
6 1.05 Compacting Original Ground. BI01010001010000000000000515BI0100001117
7 1.06 (ii) Compacting original ground supporting subgrade. BI01010001010000000000000515BI0100001118
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. BI01010001010000000000000515BI0100001119 600 Sqm
9 1.08 Granular Sub-Base with well graded material (Table 400.1) BI01010001010000000000000515BI0100001120
10 1.09 (A) By Mix in Place Method. BI01010001010000000000000515BI0100001121
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. BI01010001010000000000000515BI0100001122
12 1.11 (i) For Grading I Material. BI01010001010000000000000515BI0100001123 75 Cum
13 1.12 Water Bound Macadam with Crushable Screenings BI01010001010000000000000515BI0100001124
14 1.13 (2) WBM Grading 2 BI01010001010000000000000515BI0100001125
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. BI01010001010000000000000515BI0100001126
16 1.15 (A) By manual means. BI01010001010000000000000515BI0100001127 45 Cum
17 1.16 (3) WBM Grading 3 BI01010001010000000000000515BI0100001128
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. BI01010001010000000000000515BI0100001129
19 1.18 (A) By manual means. BI01010001010000000000000515BI0100001130 45 Cum
20 1.19 Prime Coat BI01010001010000000000000515BI0100001131
21 1.2 (i) Low porosity BI01010001010000000000000515BI0100001132
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. BI01010001010000000000000515BI0100001133 462.5 Sqm
23 1.22 Tack Coat BI01010001010000000000000515BI0100001134
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. BI01010001010000000000000515BI0100001135 462.5 Sqm
25 1.24 20mm thick Open-Graded Premix Carpet BI01010001010000000000000515BI0100001136
26 1.25 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 BI01010001010000000000000515BI0100001137
27 1.26 By Manual Means BI01010001010000000000000515BI0100001138 462.5 Sqm
28 1.27 Seal Coat BI01010001010000000000000515BI0100001139
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 BI01010001010000000000000515BI0100001140
30 1.29 Type B(ii) Bitumen (S-65) BI01010001010000000000000515BI0100001141 462.5 Sqm
31 1.3 Construction of earthen shoulder. BI01010001010000000000000515BI0100001142
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. BI01010001010000000000000515BI0100001143 45.375 Cum
33 1.32 Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means BI01010001010000000000000515BI0100001144
34 1.33 i) Loading of aggregates BI01010001010000000000000515BI0100001145 211.439 Cum
35 1.34 ii) Loading of sand BI01010001010000000000000515BI0100001146 31.525 Cum
36 1.35 Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means BI01010001010000000000000515BI0100001147
37 1.36 iii) Unloading of aggregates BI01010001010000000000000515BI0100001148 211.439 Cum
38 1.37 iii) Unloading of sand BI01010001010000000000000515BI0100001149 31.525 Cum
39 1.38 Loading and unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001150
40 1.39 i) Loading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001151 2.074 ton
41 1.4 ii) Unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001152 2.074 ton
42 1.41 Haulage excluding Loading and Unloading BI01010001010000000000000515BI0100001153
43 1.42 Haulage of materials by tipper excluding cost of loading, unloading and stacking BI01010001010000000000000515BI0100001154
44 1.43 Case-I : Surfaced road BI01010001010000000000000515BI0100001155
45 1.44 a) Sand lead distance 30 Km BI01010001010000000000000515BI0100001156 1740 T/Km
46 1.45 b) Aggregates ad distance 30 Km BI01010001010000000000000515BI0100001157 11040 T/Km
47 1.46 c) Bitumen ad distance 90 Km BI01010001010000000000000515BI0100001158 186.682 T/Km
48 1.47 Case-III : Katcha Track BI01010001010000000000000515BI0100001159
49 1.48 a) Sand lead distance 10 Km BI01010001010000000000000515BI0100001160 580 T/Km
50 1.49 b) Aggregates lead distance 10 Km BI01010001010000000000000515BI0100001161 3680 T/Km
51 1.5 c) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100001162
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. BI01010001010000000000000515BI0100001163
53 1.52 I. Ordinary soil (upto 3m depth) BI01010001010000000000000515BI0100001164 538.2 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. BI01010001010000000000000515BI0100001165
55 1.54 I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing) BI01010001010000000000000515BI0100001166 53.918 Cum
56 1.55 Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 BI01010001010000000000000515BI0100001167
57 1.56 II. Course rubble masonry (2nd sort) BI01010001010000000000000515BI0100001168 970.2 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 BI01010001010000000000000515BI0100001169 484.8 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 BI01010001010000000000000515BI0100001170
60 1.59 I. Random rubble masonry BI01010001010000000000000515BI0100001171 13.97 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 BI01010001010000000000000515BI0100001172 137.83 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 BI01010001010000000000000515BI0100001173 113.5 Rm
63 1.62 Loading and unloading by manual means BI01010001010000000000000515BI0100001174
64 1.63 i) Loading of masonry stone BI01010001010000000000000515BI0100001175 1141.92 m3
65 1.64 i) Loading of aggregates BI01010001010000000000000515BI0100001176 639.08 m3
66 1.65 ii) Loading of sand BI01010001010000000000000515BI0100001177 373.56 m3
67 1.66 Loading and unloading by Mechanical means BI01010001010000000000000515BI0100001178
68 1.67 iii) Unloading of masonry stone BI01010001010000000000000515BI0100001179 1141.92 m3
69 1.68 iii) Unloading of aggregates BI01010001010000000000000515BI0100001180 639.08 m3
70 1.69 iii) Unloading of sand BI01010001010000000000000515BI0100001181 373.56 m3
71 1.7 Loading and unloading of cement by manual means BI01010001010000000000000515BI0100001182
72 1.71 i) Loading of cement BI01010001010000000000000515BI0100001183 182.5 ton
73 1.72 ii) Unloading of cement BI01010001010000000000000515BI0100001184 182.5 ton
74 1.73 Haulage of materials by tipper excluding cost of loading, unloading and stacking BI01010001010000000000000515BI0100001185
75 1.74 Case-I : Surfaced road BI01010001010000000000000515BI0100001186
76 1.75 a) Sand lead distance 30 Km BI01010001010000000000000515BI0100001187 21660 T/Km
77 1.76 b) Aggregates lead distance 30 Km BI01010001010000000000000515BI0100001188 33420 T/Km
78 1.77 c) Cement lead distance 90Km BI01010001010000000000000515BI0100001189 16425 T/Km
79 1.78 d) Masonry stone lead distance 30 Km BI01010001010000000000000515BI0100001190 58380 T/Km
80 1.79 Case-III : Katcha Track BI01010001010000000000000515BI0100001191
81 1.8 a) Sand lead distance 10 Km BI01010001010000000000000515BI0100001192 7220 T/Km
82 1.81 b) Aggregates lead distance 10 Km BI01010001010000000000000515BI0100001193 11140 T/Km
83 1.82 c) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100001194
84 1.83 d) Masonry stone lead distance 5.0Km BI01010001010000000000000515BI0100001195 9730 T/Km
85 1.84 Foundation BI01010001010000000000000515BI0100001196
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 ,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. BI01010001010000000000000515BI0100001197
87 1.86 Ordinary soil BI01010001010000000000000515BI0100001198
88 1.87 Upto 3 m depth BI01010001010000000000000515BI0100001199 1218.03 cum
89 1.88 3 m to 6 m depth BI01010001010000000000000515BI0100001200 551.712 cum
90 1.89 Ordinary rock BI01010001010000000000000515BI0100001201 812.019 cum
91 1.9 Hard rock (requiring blasting) BI01010001010000000000000515BI0100001202 367.808 cum
92 1.91 Hard rock (blasting prohibited) BI01010001010000000000000515BI0100001203 115.682 cum
93 1.92 Filling annular space around footing in rock as per technical specification Clause 1203.4.3. BI01010001010000000000000515BI0100001204
94 1.93 P.C.C grade M 15 (Nominal mix 1:2.5:5) BI01010001010000000000000515BI0100001205 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 BI01010001010000000000000515BI0100001206
96 1.95 P.C.C grade M 15 BI01010001010000000000000515BI0100001207
97 1.96 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100001208 18.156 cum
98 1.97 R.C.C. grade M 30 BI01010001010000000000000515BI0100001209 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 BI01010001010000000000000515BI0100001210 34.186 MT
100 1.99 Sub Structure BI01010001010000000000000515BI0100001211
101 2 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 BI01010001010000000000000515BI0100001212
102 2.01 For height upto 5 m BI01010001010000000000000515BI0100001213
103 2.02 R.C.C. grade M30 BI01010001010000000000000515BI0100001214 94.404 cum
104 2.03 For height 5 to 10 m BI01010001010000000000000515BI0100001215 70.803 cum
105 2.04 For heightabove 10 m BI01010001010000000000000515BI0100001216 70.803 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 BI01010001010000000000000515BI0100001217 42.482 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 BI01010001010000000000000515BI0100001218 176 Nos.
108 2.07 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 BI01010001010000000000000515BI0100001219
109 2.08 Granular material BI01010001010000000000000515BI0100001220 677.779 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 BI01010001010000000000000515BI0100001221 85.51 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. BI01010001010000000000000515BI0100001222 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 BI01010001010000000000000515BI0100001223 20480 cucm
113 2.12 Super Structure BI01010001010000000000000515BI0100001224
114 2.13 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 BI01010001010000000000000515BI0100001225
115 2.14 R.C.C. Grade M 30 BI01010001010000000000000515BI0100001226 89.322 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 BI01010001010000000000000515BI0100001227 11.165 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 BI01010001010000000000000515BI0100001228 93.128 MT
118 2.17 Drainage spouts complete as per drawing and technical specifications Clause 1209 BI01010001010000000000000515BI0100001229 16 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 BI01010001010000000000000515BI0100001230
120 2.19 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100001231 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 BI01010001010000000000000515BI0100001232 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 BI01010001010000000000000515BI0100001233 13 Rm
123 2.22 Filler Joint BI01010001010000000000000515BI0100001234
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 BI01010001010000000000000515BI0100001235 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. BI01010001010000000000000515BI0100001236 14.025 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. BI01010001010000000000000515BI0100001237
127 2.26 (i) Bitumen (S-90) BI01010001010000000000000515BI0100001238 280.5 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 BI01010001010000000000000515BI0100001239
129 2.28 By Manual Means BI01010001010000000000000515BI0100001240
130 2.29 Case - II : Type B BI01010001010000000000000515BI0100001241
131 2.3 (I) Bitumen (S-90) BI01010001010000000000000515BI0100001242 280.5 Sqm
132 2.31 River Bank Protection Work BI01010001010000000000000515BI0100001243
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 BI01010001010000000000000515BI0100001244
134 2.33 For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall BI01010001010000000000000515BI0100001245 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 BI01010001010000000000000515BI0100001246 1 Nos.
136 2.35 Load Carrying capacity of bridge as guide line of IRC SP 037-2010 BI01010001010000000000000515BI0100001247 1 Nos.
137 2.36 Loading of stone aggregates BI01010001010000000000000515BI0100001248
138 2.37 M15 grade concrete BI01010001010000000000000515BI0100001249 41.636 Cum
139 2.38 M25 grade concrete BI01010001010000000000000515BI0100001250 10.962 Cum
140 2.39 M30 grade concrete BI01010001010000000000000515BI0100001251 408.511 Cum
141 2.4 Bituminous Macadam BI01010001010000000000000515BI0100001252 15.876 Cum
142 2.41 Premix carpet BI01010001010000000000000515BI0100001253 7.574 Cum
143 2.42 Seal coat BI01010001010000000000000515BI0100001254 1.683 Cum
144 2.43 Unloading of stone aggregates BI01010001010000000000000515BI0100001255
145 2.44 M15 grade concrete BI01010001010000000000000515BI0100001256 41.636 Cum
146 2.45 M25 grade concrete BI01010001010000000000000515BI0100001257 10.962 Cum
147 2.46 M30 grade concrete BI01010001010000000000000515BI0100001258 408.511 Cum
148 2.47 Bituminous Macadam BI01010001010000000000000515BI0100001259 15.876 Cum
149 2.48 Premix carpet BI01010001010000000000000515BI0100001260 7.574 Cum
150 2.49 Seal coat BI01010001010000000000000515BI0100001261
151 2.5 Loading of sand BI01010001010000000000000515BI0100001262
152 2.51 M15 grade concrete BI01010001010000000000000515BI0100001263 24.981 Cum
153 2.52 M25 grade concrete BI01010001010000000000000515BI0100001264 5.481 Cum
154 2.53 M30 grade concrete BI01010001010000000000000515BI0100001265 204.255 Cum
155 2.54 Bituminous Macadam BI01010001010000000000000515BI0100001266 3.969 Cum
156 2.55 Seal coat BI01010001010000000000000515BI0100001267 1.683 Cum
157 2.56 Unloading of sand BI01010001010000000000000515BI0100001268
158 2.57 M15 grade concrete BI01010001010000000000000515BI0100001269 24.981 Cum
159 2.58 M25 grade concrete BI01010001010000000000000515BI0100001270 5.481 Cum
160 2.59 M30 grade concrete BI01010001010000000000000515BI0100001271 204.255 Cum
161 2.6 Bituminous Macadam BI01010001010000000000000515BI0100001272 3.969 Cum
162 2.61 Seal coat BI01010001010000000000000515BI0100001273
163 2.62 Loading of cement and stacking BI01010001010000000000000515BI0100001274
164 2.63 M15 grade concrete BI01010001010000000000000515BI0100001275 14.312 MT
165 2.64 M25 grade concrete BI01010001010000000000000515BI0100001276 4.921 MT
166 2.65 M30 grade concrete BI01010001010000000000000515BI0100001277 195.177 MT
167 2.66 Unloading of cement and stacking BI01010001010000000000000515BI0100001278
168 2.67 M15 grade concrete BI01010001010000000000000515BI0100001279 16.654 MT
169 2.68 M25 grade concrete BI01010001010000000000000515BI0100001280 7.43 MT
170 2.69 M30 grade concrete BI01010001010000000000000515BI0100001281 322.27 MT
171 2.7 Loading steel and stacking BI01010001010000000000000515BI0100001282 92.225 MT
172 2.71 Unloading steel and stacking BI01010001010000000000000515BI0100001283 92.225 MT
173 2.72 Loading Bitumen Drums and stacking BI01010001010000000000000515BI0100001284
174 2.73 Bituminous Macadam BI01010001010000000000000515BI0100001285 1.01 MT
175 2.74 Premix carpet BI01010001010000000000000515BI0100001286 0.41 MT
176 2.75 Seal coat BI01010001010000000000000515BI0100001287 0.191 MT
177 2.76 Unloading Bitumen Drums and stacking BI01010001010000000000000515BI0100001288
178 2.77 Bituminous Macadam BI01010001010000000000000515BI0100001289 1.01 MT
179 2.78 Premix carpet BI01010001010000000000000515BI0100001290 0.41 MT
180 2.79 Seal coat BI01010001010000000000000515BI0100001291 0.191 MT
181 2.8 Cost of Haulage Excluding Loading and Unloading BI01010001010000000000000515BI0100001292
182 2.81 Surfaced Road BI01010001010000000000000515BI0100001293
183 2.82 a) Cement lead distance 90 Km BI01010001010000000000000515BI0100001294 19296.8 T.km
184 2.83 b) Stone Aggregates lead distance 30 Km BI01010001010000000000000515BI0100001295 14587.2 T.km
185 2.84 c) Sand lead distance 30 Km BI01010001010000000000000515BI0100001296 7211.09 T.km
186 2.85 d) Steel lead distance 90 Km BI01010001010000000000000515BI0100001297 8300.13 T.km
187 2.86 e) Bitumen lead distance 90 Km BI01010001010000000000000515BI0100001298 144.906 T.km
188 2.87 Unsurface road BI01010001010000000000000515BI0100001299
189 2.88 a) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100001300
190 2.89 b) Stone Aggregates lead distance 10 Km BI01010001010000000000000515BI0100001301 898.754 T.km
191 2.9 c) Sand lead distance 10 Km BI01010001010000000000000515BI0100001302 560.507 T.km
192 2.91 d) Steel lead distance 0.0 Km BI01010001010000000000000515BI0100001303
193 2.92 e) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100001304
194 2.93 12 % GST on Civil works BI01010001010000000000000515BI0100001305 1 Percentage
195 2.94 1 % labour Cess BI01010001010000000000000515BI0100001306 1 Percentage
196 2.95 18 % GST on Steel Parts BI01010001010000000000000515BI0100001307 1 Percentage
197 2.96 1 % labour Cess BI01010001010000000000000515BI0100001308 1 Percentage
198 2.97 30 Mtr span steel bridge over Chirubotey BI01010001010000000000000515BI0100001309
199 2.98 (ii) Excavation in Hilly Areas in Soil by mechanical means. BI01010001010000000000000515BI0100001310
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 BI01010001010000000000000515BI0100001311 2100 Cum
201 3 Construction of Embankment with material obtained from Roadway cutting BI01010001010000000000000515BI0100001312
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 BI01010001010000000000000515BI0100001313 180 Cum
203 3.02 Compacting Original Ground. BI01010001010000000000000515BI0100001314
204 3.03 (ii) Compacting original ground supporting subgrade. BI01010001010000000000000515BI0100001315
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. BI01010001010000000000000515BI0100001316 600 Sqm
206 3.05 Granular Sub-Base with well graded material (Table 400.1) BI01010001010000000000000515BI0100001317
207 3.06 (A) By Mix in Place Method. BI01010001010000000000000515BI0100001318
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. BI01010001010000000000000515BI0100001319
209 3.08 (i) For Grading I Material. BI01010001010000000000000515BI0100001320 75 Cum
210 3.09 Water Bound Macadam with Crushable Screenings BI01010001010000000000000515BI0100001321
211 3.1 (2) WBM Grading 2 BI01010001010000000000000515BI0100001322
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. BI01010001010000000000000515BI0100001323
213 3.12 (A) By manual means. BI01010001010000000000000515BI0100001324 45 Cum
214 3.13 (3) WBM Grading 3 BI01010001010000000000000515BI0100001325
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. BI01010001010000000000000515BI0100001326
216 3.15 (A) By manual means. BI01010001010000000000000515BI0100001327 45 Cum
217 3.16 Prime Coat BI01010001010000000000000515BI0100001328
218 3.17 (i) Low porosity BI01010001010000000000000515BI0100001329
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. BI01010001010000000000000515BI0100001330 462.5 Sqm
220 3.19 Tack Coat BI01010001010000000000000515BI0100001331
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. BI01010001010000000000000515BI0100001332 462.5 Sqm
222 3.21 20mm thick Open-Graded Premix Carpet BI01010001010000000000000515BI0100001333
223 3.22 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 BI01010001010000000000000515BI0100001334
224 3.23 By Manual Means BI01010001010000000000000515BI0100001335 462.5 Sqm
225 3.24 Seal Coat BI01010001010000000000000515BI0100001336
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 BI01010001010000000000000515BI0100001337
227 3.26 Type B(ii) Bitumen (S-65) BI01010001010000000000000515BI0100001338 462.5 Sqm
228 3.27 Construction of earthen shoulder. BI01010001010000000000000515BI0100001339
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. BI01010001010000000000000515BI0100001340 45.375 Cum
230 3.29 Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means BI01010001010000000000000515BI0100001341
231 3.3 i) Loading of aggregates BI01010001010000000000000515BI0100001342 211.439 Cum
232 3.31 ii) Loading of sand BI01010001010000000000000515BI0100001343 31.525 Cum
233 3.32 Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means BI01010001010000000000000515BI0100001344
234 3.33 iii) Unloading of aggregates BI01010001010000000000000515BI0100001345 211.439 Cum
235 3.34 iii) Unloading of sand BI01010001010000000000000515BI0100001346 31.525 Cum
236 3.35 Loading and unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001347
237 3.36 i) Loading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001348 2.074 ton
238 3.37 ii) Unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001349 2.074 ton
239 3.38 Haulage excluding Loading and Unloading BI01010001010000000000000515BI0100001350
240 3.39 Haulage of materials by tipper excluding cost of loading, unloading and stacking BI01010001010000000000000515BI0100001351
241 3.4 Case-I : Surfaced road BI01010001010000000000000515BI0100001352
242 3.41 a) Sand lead distance 30 Km BI01010001010000000000000515BI0100001353 1740 T/Km
243 3.42 b) Aggregates ad distance 30 Km BI01010001010000000000000515BI0100001354 11040 T/Km
244 3.43 c) Bitumen ad distance 60 Km BI01010001010000000000000515BI0100001355 124.454 T/Km
245 3.44 Case-III : Katcha Track BI01010001010000000000000515BI0100001356
246 3.45 a) Sand lead distance 11 Km BI01010001010000000000000515BI0100001357 638 T/Km
247 3.46 b) Aggregates lead distance 11 Km BI01010001010000000000000515BI0100001358 4048 T/Km
248 3.47 c) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100001359
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. BI01010001010000000000000515BI0100001360
250 3.49 I. Ordinary soil (upto 3m depth) BI01010001010000000000000515BI0100001361 548.55 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. BI01010001010000000000000515BI0100001362
252 3.51 I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing) BI01010001010000000000000515BI0100001363 54.952 Cum
253 3.52 Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 BI01010001010000000000000515BI0100001364
254 3.53 II. Course rubble masonry (2nd sort) BI01010001010000000000000515BI0100001365 1030.68 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 BI01010001010000000000000515BI0100001366 505.2 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 BI01010001010000000000000515BI0100001367
257 3.56 I. Random rubble masonry BI01010001010000000000000515BI0100001368 16.51 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 BI01010001010000000000000515BI0100001369 162.89 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 BI01010001010000000000000515BI0100001370 96.5 Rm
260 3.59 Loading and unloading by manual means BI01010001010000000000000515BI0100001371
261 3.6 i) Loading of masonry stone BI01010001010000000000000515BI0100001372 1215.18 m3
262 3.61 i) Loading of aggregates BI01010001010000000000000515BI0100001373 663.82 m3
263 3.62 ii) Loading of sand BI01010001010000000000000515BI0100001374 395.94 m3
264 3.63 Loading and unloading by Mechanical means BI01010001010000000000000515BI0100001375
265 3.64 iii) Unloading of masonry stone BI01010001010000000000000515BI0100001376 1215.18 m3
266 3.65 iii) Unloading of aggregates BI01010001010000000000000515BI0100001377 663.82 m3
267 3.66 iii) Unloading of sand BI01010001010000000000000515BI0100001378 395.94 m3
268 3.67 Loading and unloading of cement by manual means BI01010001010000000000000515BI0100001379
269 3.68 i) Loading of cement BI01010001010000000000000515BI0100001380 193.1 ton
270 3.69 ii) Unloading of cement BI01010001010000000000000515BI0100001381 193.1 ton
271 3.7 Haulage of materials by tipper excluding cost of loading, unloading and stacking BI01010001010000000000000515BI0100001382
272 3.71 Case-I : Surfaced road BI01010001010000000000000515BI0100001383
273 3.72 a) Sand lead distance 30 Km BI01010001010000000000000515BI0100001384 23340 T/Km
274 3.73 b) Aggregates lead distance 30 Km BI01010001010000000000000515BI0100001385 34980 T/Km
275 3.74 c) Cement lead distance 50 Km BI01010001010000000000000515BI0100001386 9655 T/Km
276 3.75 d) Masonry stone lead distance 15 Km BI01010001010000000000000515BI0100001387 31110 T/Km
277 3.76 Case-III : Katcha Track BI01010001010000000000000515BI0100001388
278 3.77 a) Sand lead distance 11 Km BI01010001010000000000000515BI0100001389 8558 T/Km
279 3.78 b) Aggregates lead distance 11 Km BI01010001010000000000000515BI0100001390 12826 T/Km
280 3.79 c) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100001391
281 3.8 d) Masonry stone lead distance 6.0Km BI01010001010000000000000515BI0100001392 12444 T/Km
282 3.81 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. BI01010001010000000000000515BI0100001393
283 3.82 Ordinary soil BI01010001010000000000000515BI0100001394
284 3.83 Upto 3 m depth BI01010001010000000000000515BI0100001395 1124.81 cum
285 3.84 3 m to 6 m depth BI01010001010000000000000515BI0100001396 490.198 cum
286 3.85 Ordinary rock BI01010001010000000000000515BI0100001397 749.871 cum
287 3.86 Hard rock (requiring blasting) BI01010001010000000000000515BI0100001398 326.799 cum
288 3.87 Hard rock (blasting prohibited) BI01010001010000000000000515BI0100001399 77.396 cum
289 3.88 Filling annular space around footing in rock as per technical specification Clause 1203.4.3. BI01010001010000000000000515BI0100001400
290 3.89 P.C.C grade M 15 (Nominal mix 1:2.5:5) BI01010001010000000000000515BI0100001401 29.92 cum
291 3.9 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 BI01010001010000000000000515BI0100001402
292 3.91 P.C.C grade M 15 BI01010001010000000000000515BI0100001403
293 3.92 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100001404 16.728 cum
294 3.93 R.C.C. grade M 30 BI01010001010000000000000515BI0100001405 102.7 cum
295 3.94 Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 BI01010001010000000000000515BI0100001406 27.479 MT
296 3.95 Sub Structure BI01010001010000000000000515BI0100001407
297 3.96 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 BI01010001010000000000000515BI0100001408
298 3.97 For height upto 5 m BI01010001010000000000000515BI0100001409
299 3.98 R.C.C. grade M30 BI01010001010000000000000515BI0100001410 87.136 cum
300 3.99 For height 5 to 10 m BI01010001010000000000000515BI0100001411 65.352 cum
301 4 For height above 10 m BI01010001010000000000000515BI0100001412 65.352 cum
302 4.01 Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 BI01010001010000000000000515BI0100001413 39.211 MT
303 4.02 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 BI01010001010000000000000515BI0100001414 176 Nos.
304 4.03 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 BI01010001010000000000000515BI0100001415
305 4.04 Granular material BI01010001010000000000000515BI0100001416 598.626 cum
306 4.05 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 BI01010001010000000000000515BI0100001417 76.518 cum
307 4.06 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. BI01010001010000000000000515BI0100001418 620 tonne capacit
308 4.07 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 BI01010001010000000000000515BI0100001419 20480 cucm
309 4.08 Super Structure BI01010001010000000000000515BI0100001420
310 4.09 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 BI01010001010000000000000515BI0100001421
311 4.1 R.C.C. Grade M 30 BI01010001010000000000000515BI0100001422 68.832 Cum
312 4.11 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 BI01010001010000000000000515BI0100001423 8.604 MT
313 4.12 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 BI01010001010000000000000515BI0100001424 51.803 MT
314 4.13 Drainage spouts complete as per drawing and technical specifications Clause 1209 BI01010001010000000000000515BI0100001425 12 Nos.
315 4.14 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 BI01010001010000000000000515BI0100001426
316 4.15 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100001427 3.833 cum
317 4.16 Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 BI01010001010000000000000515BI0100001428 12.18 cum
318 4.17 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 BI01010001010000000000000515BI0100001429 13 Rm
319 4.18 Filler Joint BI01010001010000000000000515BI0100001430
320 4.19 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 BI01010001010000000000000515BI0100001431 11.6 Rm
321 4.2 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. BI01010001010000000000000515BI0100001432 11.275 cum
322 4.21 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. BI01010001010000000000000515BI0100001433
323 4.22 (i) Bitumen (S-90) BI01010001010000000000000515BI0100001434 225.5 Sqm
324 4.23 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 BI01010001010000000000000515BI0100001435
325 4.24 By Manual Means BI01010001010000000000000515BI0100001436
326 4.25 Case - II : Type B BI01010001010000000000000515BI0100001437
327 4.26 (I) Bitumen (S-90) BI01010001010000000000000515BI0100001438 225.5 Sqm
328 4.27 River Bank Protection Work BI01010001010000000000000515BI0100001439
329 4.28 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 BI01010001010000000000000515BI0100001440
330 4.29 For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall BI01010001010000000000000515BI0100001441 180 Cum
331 4.3 Launching & Erection of superstructure as guide line of IRC -87-2018,IRC-22-2015 and IRC-24-2010 and Technical specification MoRT&H BI01010001010000000000000515BI0100001442 1 Nos.
332 4.31 Load Carrying capacity of bridge as guide line of IRC SP 037-2010 BI01010001010000000000000515BI0100001443 1 Nos.
333 4.32 Loading of stone aggregates BI01010001010000000000000515BI0100001444
334 4.33 M15 grade concrete BI01010001010000000000000515BI0100001445 40.384 Cum
335 4.34 M25 grade concrete BI01010001010000000000000515BI0100001446 10.962 Cum
336 4.35 M30 grade concrete BI01010001010000000000000515BI0100001447 350.434 Cum
337 4.36 Bituminous Macadam BI01010001010000000000000515BI0100001448 12.763 Cum
338 4.37 Premix carpet BI01010001010000000000000515BI0100001449 6.089 Cum
339 4.38 Seal coat BI01010001010000000000000515BI0100001450 1.353 Cum
340 4.39 Unloading of stone aggregates BI01010001010000000000000515BI0100001451
341 4.4 M15 grade concrete BI01010001010000000000000515BI0100001452 40.384 Cum
342 4.41 M25 grade concrete BI01010001010000000000000515BI0100001453 10.962 Cum
343 4.42 M30 grade concrete BI01010001010000000000000515BI0100001454 350.434 Cum
344 4.43 Bituminous Macadam BI01010001010000000000000515BI0100001455 12.763 Cum
345 4.44 Premix carpet BI01010001010000000000000515BI0100001456 6.089 Cum
346 4.45 Seal coat BI01010001010000000000000515BI0100001457
347 4.46 Loading of sand BI01010001010000000000000515BI0100001458
348 4.47 M15 grade concrete BI01010001010000000000000515BI0100001459 24.231 Cum
349 4.48 M25 grade concrete BI01010001010000000000000515BI0100001460 5.481 Cum
350 4.49 M30 grade concrete BI01010001010000000000000515BI0100001461 175.217 Cum
351 4.5 Bituminous Macadam BI01010001010000000000000515BI0100001462 3.191 Cum
352 4.51 Seal coat BI01010001010000000000000515BI0100001463 1.353 Cum
353 4.52 Unloading of sand BI01010001010000000000000515BI0100001464
354 4.53 M15 grade concrete BI01010001010000000000000515BI0100001465 24.231 Cum
355 4.54 M25 grade concrete BI01010001010000000000000515BI0100001466 5.481 Cum
356 4.55 M30 grade concrete BI01010001010000000000000515BI0100001467 175.217 Cum
357 4.56 Bituminous Macadam BI01010001010000000000000515BI0100001468 3.191 Cum
358 4.57 Seal coat BI01010001010000000000000515BI0100001469
359 4.58 Loading of cement and stacking BI01010001010000000000000515BI0100001470
360 4.59 M15 grade concrete BI01010001010000000000000515BI0100001471 13.882 MT
361 4.6 M25 grade concrete BI01010001010000000000000515BI0100001472 4.921 MT
362 4.61 M30 grade concrete BI01010001010000000000000515BI0100001473 167.429 MT
363 4.62 Unloading of cement and stacking BI01010001010000000000000515BI0100001474
364 4.63 M15 grade concrete BI01010001010000000000000515BI0100001475 16.154 MT
365 4.64 M25 grade concrete BI01010001010000000000000515BI0100001476 7.43 MT
366 4.65 M30 grade concrete BI01010001010000000000000515BI0100001477 276.453 MT
367 4.66 Loading steel and stacking BI01010001010000000000000515BI0100001478 79.059 MT
368 4.67 Unloading steel and stacking BI01010001010000000000000515BI0100001479 79.059 MT
369 4.68 Loading Bitumen Drums and stacking BI01010001010000000000000515BI0100001480
370 4.69 Bituminous Macadam BI01010001010000000000000515BI0100001481 0.812 MT
371 4.7 Premix carpet BI01010001010000000000000515BI0100001482 0.329 MT
372 4.71 Seal coat BI01010001010000000000000515BI0100001483 0.153 MT
373 4.72 Unloading Bitumen Drums and stacking BI01010001010000000000000515BI0100001484
374 4.73 Bituminous Macadam BI01010001010000000000000515BI0100001485 0.812 MT
375 4.74 Premix carpet BI01010001010000000000000515BI0100001486 0.329 MT
376 4.75 Seal coat BI01010001010000000000000515BI0100001487 0.153 MT
377 4.76 Cost of Haulage Excluding Loading and Unloading BI01010001010000000000000515BI0100001488
378 4.77 Surfaced Road BI01010001010000000000000515BI0100001489
379 4.78 a) Cement lead distance 50 Km BI01010001010000000000000515BI0100001490 9311.61 T.km
380 4.79 b) Stone Aggregates lead distance 30 Km BI01010001010000000000000515BI0100001491 12659.5 T.km
381 4.8 c) Sand lead distance 30 Km BI01010001010000000000000515BI0100001492 6284.17 T.km
382 4.81 d) Steel lead distance 50 Km BI01010001010000000000000515BI0100001493 3952.95 T.km
383 4.82 e) Bitumen lead distance 60 Km BI01010001010000000000000515BI0100001494 77.662 T.km
384 4.83 Unsurface road BI01010001010000000000000515BI0100001495
385 4.84 a) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100001496
386 4.85 b) Stone Aggregates lead distance 11 Km BI01010001010000000000000515BI0100001497 982.77 T.km
387 4.86 c) Sand lead distance 11 Km BI01010001010000000000000515BI0100001498 600.246 T.km
388 4.87 d) Steel lead distance 0.0 Km BI01010001010000000000000515BI0100001499
389 4.88 e) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100001500
390 4.89 12 % GST on Civil works BI01010001010000000000000515BI0100001501 1 Percentage
391 4.9 1 % labour Cess BI01010001010000000000000515BI0100001502 1 Percentage
392 4.91 18 % GST on Steel Parts BI01010001010000000000000515BI0100001503 1 Percentage
393 4.92 1 % labour Cess BI01010001010000000000000515BI0100001504 1 Percentage
394 4.93 50 mtr span steel bridge over Hee Khola BI01010001010000000000000515BI0100001505
395 4.94 (ii) Excavation in Hilly Areas in Soil by mechanical means. BI01010001010000000000000515BI0100001506
396 4.95 (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 BI01010001010000000000000515BI0100001507 2100 Cum
397 4.96 Construction of Embankment with material obtained from Roadway cutting BI01010001010000000000000515BI0100001508
398 4.97 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 BI01010001010000000000000515BI0100001509 180 Cum
399 4.98 Compacting Original Ground. BI01010001010000000000000515BI0100001510
400 4.99 (ii) Compacting original ground supporting subgrade. BI01010001010000000000000515BI0100001511
401 5 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. BI01010001010000000000000515BI0100001512 600 Sqm
402 5.01 Granular Sub-Base with well graded material (Table 400.1) BI01010001010000000000000515BI0100001513
403 5.02 (A) By Mix in Place Method. BI01010001010000000000000515BI0100001514
404 5.03 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. BI01010001010000000000000515BI0100001515
405 5.04 (i) For Grading I Material. BI01010001010000000000000515BI0100001516 75 Cum
406 5.05 Water Bound Macadam with Crushable Screenings BI01010001010000000000000515BI0100001517
407 5.06 (2) WBM Grading 2 BI01010001010000000000000515BI0100001518
408 5.07 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 2 as per Technical Specification Clause 405. BI01010001010000000000000515BI0100001519
409 5.08 (A) By manual means. BI01010001010000000000000515BI0100001520 45 Cum
410 5.09 (3) WBM Grading 3 BI01010001010000000000000515BI0100001521
411 5.1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. BI01010001010000000000000515BI0100001522
412 5.11 (A) By manual means. BI01010001010000000000000515BI0100001523 45 Cum
413 5.12 Prime Coat BI01010001010000000000000515BI0100001524
414 5.13 (i) Low porosity BI01010001010000000000000515BI0100001525
415 5.14 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. BI01010001010000000000000515BI0100001526 462.5 Sqm
416 5.15 Tack Coat BI01010001010000000000000515BI0100001527
417 5.16 (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. BI01010001010000000000000515BI0100001528 462.5 Sqm
418 5.17 20mm thick Open-Graded Premix Carpet BI01010001010000000000000515BI0100001529
419 5.18 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 BI01010001010000000000000515BI0100001530
420 5.19 By Manual Means BI01010001010000000000000515BI0100001531 462.5 Sqm
421 5.2 Seal Coat BI01010001010000000000000515BI0100001532
422 5.21 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 BI01010001010000000000000515BI0100001533
423 5.22 Type B(ii) Bitumen (S-65) BI01010001010000000000000515BI0100001534 462.5 Sqm
424 5.23 Construction of earthen shoulder. BI01010001010000000000000515BI0100001535
425 5.24 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. BI01010001010000000000000515BI0100001536 45.375 Cum
426 5.25 Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means BI01010001010000000000000515BI0100001537
427 5.26 i) Loading of aggregates BI01010001010000000000000515BI0100001538 211.439 Cum
428 5.27 ii) Loading of sand BI01010001010000000000000515BI0100001539 31.525 Cum
429 5.28 Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means BI01010001010000000000000515BI0100001540
430 5.29 iii) Unloading of aggregates BI01010001010000000000000515BI0100001541 211.439 Cum
431 5.3 iii) Unloading of sand BI01010001010000000000000515BI0100001542 31.525 Cum
432 5.31 Loading and unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001543
433 5.32 i) Loading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001544 2.074 Ton
434 5.33 ii) Unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001545 2.074 Ton
435 5.34 Haulage excluding Loading and Unloading BI01010001010000000000000515BI0100001546
436 5.35 Haulage of materials by tipper excluding cost of loading, unloading and stacking BI01010001010000000000000515BI0100001547
437 5.36 Case-I : Surfaced road BI01010001010000000000000515BI0100001548
438 5.37 a) Sand lead distance 30 Km BI01010001010000000000000515BI0100001549 1740 T/Km
439 5.38 b) Aggregates ad distance 30 Km BI01010001010000000000000515BI0100001550 11040 T/Km
440 5.39 c) Bitumen ad distance 75 Km BI01010001010000000000000515BI0100001551 155.568 T/Km
441 5.4 Case-III : Katcha Track BI01010001010000000000000515BI0100001552
442 5.41 a) Sand lead distance 15 Km BI01010001010000000000000515BI0100001553 870 T/Km
443 5.42 b) Aggregates lead distance 15 Km BI01010001010000000000000515BI0100001554 5520 T/Km
444 5.43 c) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100001555
445 5.44 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. BI01010001010000000000000515BI0100001556
446 5.45 I. Ordinary soil (upto 3m depth) BI01010001010000000000000515BI0100001557 408.75 Cum
447 5.46 Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203. BI01010001010000000000000515BI0100001558
448 5.47 I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing) BI01010001010000000000000515BI0100001559 40.95 Cum
449 5.48 Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 BI01010001010000000000000515BI0100001560
450 5.49 II. Course rubble masonry (2nd sort) BI01010001010000000000000515BI0100001561 728.56 Cum
451 5.5 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 BI01010001010000000000000515BI0100001562 366 Cum
452 5.51 Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 BI01010001010000000000000515BI0100001563
453 5.52 I. Random rubble masonry BI01010001010000000000000515BI0100001564 10.16 Cum
454 5.53 Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204 BI01010001010000000000000515BI0100001565 100.24 Sqm
455 5.54 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 BI01010001010000000000000515BI0100001566 90 Rm
456 5.55 Loading and unloading by manual means BI01010001010000000000000515BI0100001567
457 5.56 i) Loading of masonry stone BI01010001010000000000000515BI0100001568 857.1 m3
458 5.57 i) Loading of aggregates BI01010001010000000000000515BI0100001569 482.9 m3
459 5.58 ii) Loading of sand BI01010001010000000000000515BI0100001570 280.7 m3
460 5.59 Loading and unloading by Mechanical means BI01010001010000000000000515BI0100001571
461 5.6 iii) Unloading of masonry stone BI01010001010000000000000515BI0100001572 857.1 m3
462 5.61 iii) Unloading of aggregates BI01010001010000000000000515BI0100001573 482.9 m3
463 5.62 iii) Unloading of sand BI01010001010000000000000515BI0100001574 280.7 m3
464 5.63 Loading and unloading of cement by manual means BI01010001010000000000000515BI0100001575
465 5.64 i) Loading of cement BI01010001010000000000000515BI0100001576 137.2 ton
466 5.65 ii) Unloading of cement BI01010001010000000000000515BI0100001577 137.2 ton
467 5.66 Haulage of materials by tipper excluding cost of loading, unloading and stacking BI01010001010000000000000515BI0100001578
468 5.67 Case-I : Surfaced road BI01010001010000000000000515BI0100001579
469 5.68 a) Sand lead distance 30 Km BI01010001010000000000000515BI0100001580 16200 T/Km
470 5.69 b) Aggregates lead distance 30 Km BI01010001010000000000000515BI0100001581 25200 T/Km
471 5.7 c) Cement lead distance 75 Km BI01010001010000000000000515BI0100001582 10290 T/Km
472 5.71 d) Masonry stone lead distance 30 Km BI01010001010000000000000515BI0100001583 43800 T/Km
473 5.72 Case-III : Katcha Track BI01010001010000000000000515BI0100001584
474 5.73 a) Sand lead distance 15 Km BI01010001010000000000000515BI0100001585 8100 T/Km
475 5.74 b) Aggregates lead distance 15 Km BI01010001010000000000000515BI0100001586 12600 T/Km
476 5.75 c) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100001587
477 5.76 d) Masonry stone lead distance 5.0Km BI01010001010000000000000515BI0100001588 7300 T/Km
478 5.77 Foundation BI01010001010000000000000515BI0100001589
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 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. BI01010001010000000000000515BI0100001590
480 5.79 Ordinary soil BI01010001010000000000000515BI0100001591
481 5.8 Upto 3 m depth BI01010001010000000000000515BI0100001592 1039.86 cum
482 5.81 3 m to 6 m depth BI01010001010000000000000515BI0100001593 434.628 cum
483 5.82 Ordinary rock BI01010001010000000000000515BI0100001594 693.24 cum
484 5.83 Hard rock (requiring blasting) BI01010001010000000000000515BI0100001595 289.752 cum
485 5.84 Hard rock (blasting prohibited) BI01010001010000000000000515BI0100001596 30.422 cum
486 5.85 Filling annular space around footing in rock as per technical specification Clause 1203.4.3. BI01010001010000000000000515BI0100001597
487 5.86 P.C.C grade M 15 (Nominal mix 1:2.5:5) BI01010001010000000000000515BI0100001598 24.276 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 BI01010001010000000000000515BI0100001599
489 5.88 P.C.C grade M 15 BI01010001010000000000000515BI0100001600
490 5.89 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100001601 16.728 cum
491 5.9 R.C.C. grade M 30 BI01010001010000000000000515BI0100001602 118.105 cum
492 5.91 Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 BI01010001010000000000000515BI0100001603 31.408 MT
493 5.92 Sub Structure BI01010001010000000000000515BI0100001604
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 BI01010001010000000000000515BI0100001605
495 5.94 For height upto 5 m BI01010001010000000000000515BI0100001606
496 5.95 R.C.C. grade M30 BI01010001010000000000000515BI0100001607 85.306 cum
497 5.96 For height 5 to 10 m BI01010001010000000000000515BI0100001608 63.979 cum
498 5.97 For heightabove 10 m BI01010001010000000000000515BI0100001609 63.979 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 BI01010001010000000000000515BI0100001610 38.388 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 BI01010001010000000000000515BI0100001611 156 Nos.
501 6 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 BI01010001010000000000000515BI0100001612
502 6.01 Granular material BI01010001010000000000000515BI0100001613 398.693 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 BI01010001010000000000000515BI0100001614 52.352 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. BI01010001010000000000000515BI0100001615 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 BI01010001010000000000000515BI0100001616 20480 cucm
506 6.05 Super Structure BI01010001010000000000000515BI0100001617
507 6.06 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 BI01010001010000000000000515BI0100001618
508 6.07 R.C.C. Grade M 30 BI01010001010000000000000515BI0100001619 109.812 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 BI01010001010000000000000515BI0100001620 13.726 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 BI01010001010000000000000515BI0100001621 149.589 MT
511 6.1 Drainage spouts complete as per drawing and technical specifications Clause 1209 BI01010001010000000000000515BI0100001622 20 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 BI01010001010000000000000515BI0100001623
513 6.12 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100001624 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 BI01010001010000000000000515BI0100001625 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 BI01010001010000000000000515BI0100001626 13 Rm
516 6.15 Filler Joint BI01010001010000000000000515BI0100001627
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 BI01010001010000000000000515BI0100001628 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. BI01010001010000000000000515BI0100001629 16.775 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. BI01010001010000000000000515BI0100001630
520 6.19 (i) Bitumen (S-90) BI01010001010000000000000515BI0100001631 335.5 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 BI01010001010000000000000515BI0100001632
522 6.21 By Manual Means BI01010001010000000000000515BI0100001633
523 6.22 Case - II : Type B BI01010001010000000000000515BI0100001634
524 6.23 (I) Bitumen (S-90) BI01010001010000000000000515BI0100001635 335.5 Sqm
525 6.24 River Bank Protection Work BI01010001010000000000000515BI0100001636
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 BI01010001010000000000000515BI0100001637
527 6.26 For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall BI01010001010000000000000515BI0100001638 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 BI01010001010000000000000515BI0100001639 1 Nos.
529 6.28 Load Carrying capacity of bridge as guide line of IRC SP 037-2010 BI01010001010000000000000515BI0100001640 1 Nos.
530 6.29 Loading of stone aggregates BI01010001010000000000000515BI0100001641
531 6.3 M15 grade concrete BI01010001010000000000000515BI0100001642 35.869 Cum
532 6.31 M25 grade concrete BI01010001010000000000000515BI0100001643 10.962 Cum
533 6.32 M30 grade concrete BI01010001010000000000000515BI0100001644 397.063 Cum
534 6.33 Bituminous Macadam BI01010001010000000000000515BI0100001645 18.989 Cum
535 6.34 Premix carpet BI01010001010000000000000515BI0100001646 9.059 Cum
536 6.35 Seal coat BI01010001010000000000000515BI0100001647 2.013 Cum
537 6.36 Unloading of stone aggregates BI01010001010000000000000515BI0100001648
538 6.37 M15 grade concrete BI01010001010000000000000515BI0100001649 35.869 Cum
539 6.38 M25 grade concrete BI01010001010000000000000515BI0100001650 10.962 Cum
540 6.39 M30 grade concrete BI01010001010000000000000515BI0100001651 397.063 Cum
541 6.4 Bituminous Macadam BI01010001010000000000000515BI0100001652 18.989 Cum
542 6.41 Premix carpet BI01010001010000000000000515BI0100001653 9.059 Cum
543 6.42 Seal coat BI01010001010000000000000515BI0100001654
544 6.43 Loading of sand BI01010001010000000000000515BI0100001655
545 6.44 M15 grade concrete BI01010001010000000000000515BI0100001656 21.522 Cum
546 6.45 M25 grade concrete BI01010001010000000000000515BI0100001657 5.481 Cum
547 6.46 M30 grade concrete BI01010001010000000000000515BI0100001658 198.531 Cum
548 6.47 Bituminous Macadam BI01010001010000000000000515BI0100001659 4.747 Cum
549 6.48 Seal coat BI01010001010000000000000515BI0100001660 2.013 Cum
550 6.49 Unloading of sand BI01010001010000000000000515BI0100001661
551 6.5 M15 grade concrete BI01010001010000000000000515BI0100001662 21.522 Cum
552 6.51 M25 grade concrete BI01010001010000000000000515BI0100001663 5.481 Cum
553 6.52 M30 grade concrete BI01010001010000000000000515BI0100001664 198.531 Cum
554 6.53 Bituminous Macadam BI01010001010000000000000515BI0100001665 4.747 Cum
555 6.54 Seal coat BI01010001010000000000000515BI0100001666
556 6.55 Loading of cement and stacking BI01010001010000000000000515BI0100001667
557 6.56 M15 grade concrete BI01010001010000000000000515BI0100001668 12.33 MT
558 6.57 M25 grade concrete BI01010001010000000000000515BI0100001669 4.921 MT
559 6.58 M30 grade concrete BI01010001010000000000000515BI0100001670 189.708 MT
560 6.59 Unloading of cement and stacking BI01010001010000000000000515BI0100001671
561 6.6 M15 grade concrete BI01010001010000000000000515BI0100001672 14.348 MT
562 6.61 M25 grade concrete BI01010001010000000000000515BI0100001673 7.43 MT
563 6.62 M30 grade concrete BI01010001010000000000000515BI0100001674 313.238 MT
564 6.63 Loading steel and stacking BI01010001010000000000000515BI0100001675 87.698 MT
565 6.64 Unloading steel and stacking BI01010001010000000000000515BI0100001676 87.698 MT
566 6.65 Loading Bitumen Drums and stacking BI01010001010000000000000515BI0100001677
567 6.66 Bituminous Macadam BI01010001010000000000000515BI0100001678 1.208 MT
568 6.67 Premix carpet BI01010001010000000000000515BI0100001679 0.49 MT
569 6.68 Seal coat BI01010001010000000000000515BI0100001680 0.228 MT
570 6.69 Unloading Bitumen Drums and stacking BI01010001010000000000000515BI0100001681
571 6.7 Bituminous Macadam BI01010001010000000000000515BI0100001682 1.208 MT
572 6.71 Premix carpet BI01010001010000000000000515BI0100001683 0.49 MT
573 6.72 Seal coat BI01010001010000000000000515BI0100001684 0.228 MT
574 6.73 Cost of Haulage Excluding Loading and Unloading BI01010001010000000000000515BI0100001685
575 6.74 Surfaced Road BI01010001010000000000000515BI0100001686
576 6.75 a) Cement lead distance 75 Km BI01010001010000000000000515BI0100001687 15521.9 T.km
577 6.76 b) Stone Aggregates lead distance 30 Km BI01010001010000000000000515BI0100001688 13978.3 T.km
578 6.77 c) Sand lead distance 30 Km BI01010001010000000000000515BI0100001689 6968.83 T.km
579 6.78 d) Steel lead distance 75 Km BI01010001010000000000000515BI0100001690 6577.32 T.km
580 6.79 e) Bitumen lead distance 75 Km BI01010001010000000000000515BI0100001691 144.433 T.km
581 6.8 Unsurface road BI01010001010000000000000515BI0100001692
582 6.81 a) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100001693
583 6.82 b) Stone Aggregates lead distance 15 Km BI01010001010000000000000515BI0100001694 1187.21 T.km
584 6.83 c) Sand lead distance 15 Km BI01010001010000000000000515BI0100001695 745.27 T.km
585 6.84 d) Steel lead distance 0.0 Km BI01010001010000000000000515BI0100001696
586 6.85 e) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100001697
587 6.86 12 % GST on Civil works BI01010001010000000000000515BI0100001698 1 Percentage
588 6.87 1 % labour Cess BI01010001010000000000000515BI0100001699 1 Percentage
589 6.88 18 % GST on Steel Parts BI01010001010000000000000515BI0100001700 1 Percentage
590 6.89 1 % labour Cess BI01010001010000000000000515BI0100001701 1 Percentage
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