}

Pkg I Construction Of 40Mtr Span Steel Bridge Over Choten Chu In North Sikkim, North Sikkim-Sikkim

Pradhan Mantri Gram Sadak Yojana-PMGSY has published Pkg I Construction Of 40Mtr Span Steel Bridge Over Choten Chu In North Sikkim. Submission Date for this Tender is 06-07-2021. Bridge Work Tenders in North Sikkim Sikkim. Bidders can get complete Tender details and download the document.




Tender Notice

27822885
Corrigendum : Pkg I Construction Of 40Mtr Span Steel Bridge Over Choten Chu In North Sikkim
Open Tender
Indian
Sikkim
North Sikkim
06-07-2021

Tender Details

Pkg I Construction Of 40Mtr Span Steel Bridge Over Choten Chu In North Sikkim

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 03-Jun-2021 Postponement of E-Tender Date 25-06-2021
2 14-Jun-2021 POSTPONMENT Date 06-07-2021

Key Value

Document Fees
INR 50000 /-
EMD
INR 970588.0 /-
Tender Value
INR 3.88 Crore /-

BOQ Items

Name of Work:L030-NSH TO CHOTAN 40mtr span Steel Bridge over Choten Chu
Sl. No. Item Description Item Code / Make Quantity Units
1 1.01 40 Mtr span steel bridge over Choten chu BI01010001010000000000000515BI0100001113
2 1.02 (ii) Excavation in Hilly Areas in Soil by mechanical means. BI01010001010000000000000515BI0100001114
3 1.03 (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 1.04 Construction of Embankment with material obtained from Roadway cutting BI01010001010000000000000515BI0100001116
5 1.05 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 1.06 Compacting Original Ground. BI01010001010000000000000515BI0100001118
7 1.07 (ii) Compacting original ground supporting subgrade. BI01010001010000000000000515BI0100001119
8 1.08 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 1.09 Granular Sub-Base with well graded material (Table 400.1) BI01010001010000000000000515BI0100001121
10 1.1 (A) By Mix in Place Method. BI01010001010000000000000515BI0100001122
11 1.11 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 1.12 (i) For Grading I Material. BI01010001010000000000000515BI0100001124 75 Cum
13 1.13 Water Bound Macadam with Crushable Screenings BI01010001010000000000000515BI0100001125
14 1.14 (2) WBM Grading 2 BI01010001010000000000000515BI0100001126
15 1.15 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 1.16 (A) By manual means. BI01010001010000000000000515BI0100001128 45 Cum
17 1.17 (3) WBM Grading 3 BI01010001010000000000000515BI0100001129
18 1.18 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 1.19 (A) By manual means. BI01010001010000000000000515BI0100001131 45 Cum
20 1.2 Prime Coat BI01010001010000000000000515BI0100001132
21 1.21 (i) Low porosity BI01010001010000000000000515BI0100001133
22 1.22 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 1.23 Tack Coat BI01010001010000000000000515BI0100001135
24 1.24 (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 1.25 20mm thick Open-Graded Premix Carpet BI01010001010000000000000515BI0100001137
26 1.26 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 BI01010001010000000000000515BI0100001138
27 1.27 By Manual Means BI01010001010000000000000515BI0100001139 462.5 Sqm
28 1.28 Seal Coat BI01010001010000000000000515BI0100001140
29 1.29 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 1.3 Type B(ii) Bitumen (S-65) BI01010001010000000000000515BI0100001142 462.5 Sqm
31 1.31 Construction of earthen shoulder. BI01010001010000000000000515BI0100001143
32 1.32 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 1.33 Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means BI01010001010000000000000515BI0100001145
34 1.34 i) Loading of aggregates BI01010001010000000000000515BI0100001146 211.439 Cum
35 1.35 ii) Loading of sand BI01010001010000000000000515BI0100001147 31.525 Cum
36 1.36 Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means BI01010001010000000000000515BI0100001148
37 1.37 iii) Unloading of aggregates BI01010001010000000000000515BI0100001149 211.439 Cum
38 1.38 iii) Unloading of sand BI01010001010000000000000515BI0100001150 31.525 Cum
39 1.39 Loading and unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001151
40 1.4 i) Loading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001152 2.074 Ton
41 1.41 ii) Unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001153 2.074 Ton
42 1.42 Haulage excluding Loading and Unloading BI01010001010000000000000515BI0100001154
43 1.43 Haulage of materials by tipper excluding cost of loading, unloading and stacking BI01010001010000000000000515BI0100001155
44 1.44 Case-I : Surfaced road BI01010001010000000000000515BI0100001156
45 1.45 a) Sand lead distance 105 Km BI01010001010000000000000515BI0100001157 6090 T/Km
46 1.46 b) Aggregates ad distance 105 Km BI01010001010000000000000515BI0100001158 38640 T/Km
47 1.47 c) Bitumen ad distance 190 Km BI01010001010000000000000515BI0100001159 394.105 T/Km
48 1.48 Case-III : Katcha Track BI01010001010000000000000515BI0100001160
49 1.49 a) Sand lead distance 13 Km BI01010001010000000000000515BI0100001161 754 T/Km
50 1.5 b) Aggregates lead distance 14 Km BI01010001010000000000000515BI0100001162 5152 T/Km
51 1.51 c) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100001163
52 1.52 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 1.53 I. Ordinary soil (upto 3m depth) BI01010001010000000000000515BI0100001165 408.75 Cum
54 1.54 Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203. BI01010001010000000000000515BI0100001166
55 1.55 I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing) BI01010001010000000000000515BI0100001167 40.95 Cum
56 1.56 Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 BI01010001010000000000000515BI0100001168
57 1.57 II. Course rubble masonry (2nd sort) BI01010001010000000000000515BI0100001169 728.56 Cum
58 1.58 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 366 Cum
59 1.59 Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 BI01010001010000000000000515BI0100001171
60 1.6 I. Random rubble masonry BI01010001010000000000000515BI0100001172 10.16 Cum
61 1.61 Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204 BI01010001010000000000000515BI0100001173 100.24 Sqm
62 1.62 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 90 Rm
63 1.63 Loading and unloading by manual means BI01010001010000000000000515BI0100001175
64 1.64 i) Loading of masonry stone BI01010001010000000000000515BI0100001176 857.1 m3
65 1.65 i) Loading of aggregates BI01010001010000000000000515BI0100001177 482.9 m3
66 1.66 ii) Loading of sand BI01010001010000000000000515BI0100001178 280.7 m3
67 1.67 Loading and unloading by Mechanical means BI01010001010000000000000515BI0100001179
68 1.68 iii) Unloading of masonry stone BI01010001010000000000000515BI0100001180 857.1 m3
69 1.69 iii) Unloading of aggregates BI01010001010000000000000515BI0100001181 482.9 m3
70 1.7 iii) Unloading of sand BI01010001010000000000000515BI0100001182 280.7 m3
71 1.71 Loading and unloading of cement by manual means BI01010001010000000000000515BI0100001183
72 1.72 i) Loading of cement BI01010001010000000000000515BI0100001184 137.2 ton
73 1.73 ii) Unloading of cement BI01010001010000000000000515BI0100001185 137.2 ton
74 1.74 Haulage of materials by tipper excluding cost of loading, unloading and stacking BI01010001010000000000000515BI0100001186
75 1.75 Case-I : Surfaced road BI01010001010000000000000515BI0100001187
76 1.76 a) Sand lead distance 105 Km BI01010001010000000000000515BI0100001188 56700 T/Km
77 1.77 b) Aggregates lead distance 105 Km BI01010001010000000000000515BI0100001189 88200 T/Km
78 1.78 c) Cement lead distance 95 Km BI01010001010000000000000515BI0100001190 13034 T/Km
79 1.79 d) Masonry stone lead distance 105 Km BI01010001010000000000000515BI0100001191 153300 T/Km
80 1.8 Case-III : Katcha Track BI01010001010000000000000515BI0100001192
81 1.81 a) Sand lead distance 13 Km BI01010001010000000000000515BI0100001193 7020 T/Km
82 1.82 b) Aggregates lead distance 14 Km BI01010001010000000000000515BI0100001194 11715.5 T/Km
83 1.83 c) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100001195
84 1.84 d) Masonry stone lead distance 4.0Km BI01010001010000000000000515BI0100001196 5840 T/Km
85 1.85 Foundation BI01010001010000000000000515BI0100001197
86 1.86 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. BI01010001010000000000000515BI0100001198
87 1.87 Ordinary soil BI01010001010000000000000515BI0100001199
88 1.88 Upto 3 m depth BI01010001010000000000000515BI0100001200 1304.68 cum
89 1.89 3 m to 6 m depth BI01010001010000000000000515BI0100001201 610.62 cum
90 1.9 Ordinary rock BI01010001010000000000000515BI0100001202 869.78 cum
91 1.91 Hard rock (requiring blasting) BI01010001010000000000000515BI0100001203 407.08 cum
92 1.92 Hard rock (blasting prohibited) BI01010001010000000000000515BI0100001204 175.38 cum
93 1.93 Filling annular space around footing in rock as per technical specification Clause 1203.4.3. BI01010001010000000000000515BI0100001205
94 1.94 P.C.C grade M 15 (Nominal mix 1:2.5:5) BI01010001010000000000000515BI0100001206 30.06 cum
95 1.95 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 BI01010001010000000000000515BI0100001207
96 1.96 P.C.C grade M 15 BI01010001010000000000000515BI0100001208
97 1.97 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100001209 265.41 cum
98 1.98 R.C.C. grade M 30 BI01010001010000000000000515BI0100001210 128.57 cum
99 1.99 Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 BI01010001010000000000000515BI0100001211 34.28 MT
100 2 Sub Structure BI01010001010000000000000515BI0100001212
101 2.01 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 BI01010001010000000000000515BI0100001213
102 2.02 For height upto 5 m BI01010001010000000000000515BI0100001214
103 2.03 R.C.C. grade M30 BI01010001010000000000000515BI0100001215 94.42 cum
104 2.04 For height 5 to 10 m BI01010001010000000000000515BI0100001216 70.81 cum
105 2.05 For heightabove 10 m BI01010001010000000000000515BI0100001217 70.81 cum
106 2.06 Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 BI01010001010000000000000515BI0100001218 42.49 MT
107 2.07 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 140 Nos.
108 2.08 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 BI01010001010000000000000515BI0100001220
109 2.09 Granular material BI01010001010000000000000515BI0100001221 677.78 cum
110 2.1 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 85.51 cum
111 2.11 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 2.12 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 2.13 Super Structure BI01010001010000000000000515BI0100001225
114 2.14 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 BI01010001010000000000000515BI0100001226
115 2.15 R.C.C. Grade M 30 BI01010001010000000000000515BI0100001227 89.32 Cum
116 2.16 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 BI01010001010000000000000515BI0100001228 11.17 MT
117 2.17 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 93.13 MT
118 2.18 Drainage spouts complete as per drawing and technical specifications Clause 1209 BI01010001010000000000000515BI0100001230 16 Nos.
119 2.19 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 2.2 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100001232 3.83 cum
121 2.21 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 2.22 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 2.23 Filler Joint BI01010001010000000000000515BI0100001235
124 2.24 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 2.25 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 14.03 Cum
126 2.26 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 2.27 (i) Bitumen (S-90) BI01010001010000000000000515BI0100001239 280.5 Sqm
128 2.28 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 BI01010001010000000000000515BI0100001240
129 2.29 By Manual Means BI01010001010000000000000515BI0100001241
130 2.3 Case - II : Type B BI01010001010000000000000515BI0100001242
131 2.31 (I) Bitumen (S-90) BI01010001010000000000000515BI0100001243 280.5 Sqm
132 2.32 River Bank Protection Work BI01010001010000000000000515BI0100001244
133 2.33 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 2.34 For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall BI01010001010000000000000515BI0100001246 180 Cum
135 2.35 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 2.36 Load Carrying capacity of bridge as guide line of IRC SP 037-2010 BI01010001010000000000000515BI0100001248 1 Nos.
137 2.37 Loading of stone aggregates BI01010001010000000000000515BI0100001249
138 2.38 M15 grade concrete BI01010001010000000000000515BI0100001250 239.44 Cum
139 2.39 M25 grade concrete BI01010001010000000000000515BI0100001251 10.96 Cum
140 2.4 M30 grade concrete BI01010001010000000000000515BI0100001252 408.54 Cum
141 2.41 Bituminous Macadam BI01010001010000000000000515BI0100001253 15.88 Cum
142 2.42 Premix carpet BI01010001010000000000000515BI0100001254 7.57 Cum
143 2.43 Seal coat BI01010001010000000000000515BI0100001255 1.68 Cum
144 2.44 Unloading of stone aggregates BI01010001010000000000000515BI0100001256
145 2.45 M15 grade concrete BI01010001010000000000000515BI0100001257 239.44 Cum
146 2.46 M25 grade concrete BI01010001010000000000000515BI0100001258 10.96 Cum
147 2.47 M30 grade concrete BI01010001010000000000000515BI0100001259 408.54 Cum
148 2.48 Bituminous Macadam BI01010001010000000000000515BI0100001260 15.88 Cum
149 2.49 Premix carpet BI01010001010000000000000515BI0100001261 7.57 Cum
150 2.5 Seal coat BI01010001010000000000000515BI0100001262
151 2.51 Loading of sand BI01010001010000000000000515BI0100001263
152 2.52 M15 grade concrete BI01010001010000000000000515BI0100001264 143.66 Cum
153 2.53 M25 grade concrete BI01010001010000000000000515BI0100001265 5.48 Cum
154 2.54 M30 grade concrete BI01010001010000000000000515BI0100001266 204.27 Cum
155 2.55 Bituminous Macadam BI01010001010000000000000515BI0100001267 3.97 Cum
156 2.56 Seal coat BI01010001010000000000000515BI0100001268 1.68 Cum
157 2.57 Unloading of sand BI01010001010000000000000515BI0100001269
158 2.58 M15 grade concrete BI01010001010000000000000515BI0100001270 143.66 Cum
159 2.59 M25 grade concrete BI01010001010000000000000515BI0100001271 5.48 Cum
160 2.6 M30 grade concrete BI01010001010000000000000515BI0100001272 204.27 Cum
161 2.61 Bituminous Macadam BI01010001010000000000000515BI0100001273 3.97 Cum
162 2.62 Seal coat BI01010001010000000000000515BI0100001274
163 2.63 Loading of cement and stacking BI01010001010000000000000515BI0100001275
164 2.64 M15 grade concrete BI01010001010000000000000515BI0100001276 82.31 MT
165 2.65 M25 grade concrete BI01010001010000000000000515BI0100001277 4.92 MT
166 2.66 M30 grade concrete BI01010001010000000000000515BI0100001278 195.19 MT
167 2.67 Unloading of cement and stacking BI01010001010000000000000515BI0100001279
168 2.68 M15 grade concrete BI01010001010000000000000515BI0100001280 95.77 MT
169 2.69 M25 grade concrete BI01010001010000000000000515BI0100001281 7.43 MT
170 2.7 M30 grade concrete BI01010001010000000000000515BI0100001282 322.29 MT
171 2.71 Loading steel and stacking BI01010001010000000000000515BI0100001283 92.33 MT
172 2.72 Unloading steel and stacking BI01010001010000000000000515BI0100001284 92.33 MT
173 2.73 Loading Bitumen Drums and stacking BI01010001010000000000000515BI0100001285
174 2.74 Bituminous Macadam BI01010001010000000000000515BI0100001286 1.01 MT
175 2.75 Premix carpet BI01010001010000000000000515BI0100001287 0.41 MT
176 2.76 Seal coat BI01010001010000000000000515BI0100001288 0.19 MT
177 2.77 Unloading Bitumen Drums and stacking BI01010001010000000000000515BI0100001289
178 2.78 Bituminous Macadam BI01010001010000000000000515BI0100001290 1.01 MT
179 2.79 Premix carpet BI01010001010000000000000515BI0100001291 0.41 MT
180 2.8 Seal coat BI01010001010000000000000515BI0100001292 0.19 MT
181 2.81 Cost of Haulage Excluding Loading and Unloading BI01010001010000000000000515BI0100001293
182 2.82 Surfaced Road BI01010001010000000000000515BI0100001294
183 2.83 a) Cement lead distance 95 Km BI01010001010000000000000515BI0100001295 26829.6 T.km
184 2.84 b) Stone Aggregates lead distance 105 Km BI01010001010000000000000515BI0100001296 71827.2 T.km
185 2.85 c) Sand lead distance 105 Km BI01010001010000000000000515BI0100001297 37701.7 T.km
186 2.86 d) Steel lead distance 95 Km BI01010001010000000000000515BI0100001298 8434.78 T.km
187 2.87 e) Bitumen lead distance 190 Km BI01010001010000000000000515BI0100001299 305.91 T.km
188 2.88 Unsurface road BI01010001010000000000000515BI0100001300
189 2.89 a) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100001301
190 2.9 b) Stone Aggregates lead distance 14 Km BI01010001010000000000000515BI0100001302 6124.07 T.km
191 2.91 c) Sand lead distance 13 Km BI01010001010000000000000515BI0100001303 3567.49 T.km
192 2.92 d) Steel lead distance 0.0 Km BI01010001010000000000000515BI0100001304
193 2.93 e) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100001305
194 2.94 12 % GST on Civil works BI01010001010000000000000515BI0100001306 1 Percentage
195 2.95 1 % labour Cess BI01010001010000000000000515BI0100001307 1 Percentage
196 2.96 18 % GST on Steel parts BI01010001010000000000000515BI0100001308 1 Percentage
197 2.97 1 % labour Cess BI01010001010000000000000515BI0100001309 1 Percentage
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