}

Pkg Xiii/2021-22 Construction Of 20 Mtr Span Steel Bridge Over Andheri Khola In West Sikkim . , West Sikkim-Sikkim

Pradhan Mantri Gram Sadak Yojana-PMGSY has published Pkg Xiii/2021-22 Construction Of 20 Mtr Span Steel Bridge Over Andheri Khola In West Sikkim . . Submission Date for this Tender is 01-07-2021. Bridge Work Tenders in West Sikkim Sikkim. Bidders can get complete Tender details and download the document.




Tender Notice

27935181
Corrigendum : Pkg Xiii/2021-22 Construction Of 20 Mtr Span Steel Bridge Over Andheri Khola In West Sikkim .
Open Tender
Indian
Sikkim
West Sikkim
01-07-2021

Tender Details

Pkg Xiii/2021-22 Construction Of 20 Mtr Span Steel Bridge Over Andheri Khola In West Sikkim .

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 09-Jun-2021 Addendum Other 19-06-2021
2 14-Jun-2021 POSTPONMENT Date 01-07-2021

Key Value

Document Fees
INR 30000 /-
EMD
INR 422790.0 /-
Tender Value
INR 1.69 Crore /-

BOQ Items

Name of Work:(Kabirthang to rato Matey School) Construction of 20 Mtr Span Steel Bridge over Andheri khola in West Sikkim.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Construction of 20 Mtr Span Steel Bridge over Andheri khola in West Sikkim. 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 1050 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 300 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 37.5 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 22.5 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 22.5 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 231.25 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 231.25 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 231.25 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 231.25 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 22.6875 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 105.719 Cum
35 1.34 ii) Loading of sand BI01010001010000000000000515BI0100001146 15.7625 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 105.719 Cum
38 1.37 iii) Unloading of sand BI01010001010000000000000515BI0100001149 15.7625 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 1.0371 ton
41 1.4 ii) Unloading of Bitumen drums by manual means including a lead upto 30m BI01010001010000000000000515BI0100001152 1.0371 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 90 Km BI01010001010000000000000515BI0100001156 2610 T/Km
46 1.45 b) Aggregates ad distance 90 Km BI01010001010000000000000515BI0100001157 16560 T/Km
47 1.46 c) Bitumen ad distance 125 Km BI01010001010000000000000515BI0100001158 129.64 T/Km
48 1.47 Case-III : Katcha Track BI01010001010000000000000515BI0100001159
49 1.48 a) Sand lead distance 15 Km BI01010001010000000000000515BI0100001160 435 T/Km
50 1.49 b) Aggregates lead distance 15 Km BI01010001010000000000000515BI0100001161 2760 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 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. BI01010001010000000000000515BI0100001163
53 1.52 Ordinary soil BI01010001010000000000000515BI0100001164
54 1.53 Upto 3 m depth BI01010001010000000000000515BI0100001165 557.273 cum
55 1.54 3 m to 6 m depth BI01010001010000000000000515BI0100001166 89.2392 cum
56 1.55 Ordinary rock BI01010001010000000000000515BI0100001167 371.515 cum
57 1.56 Hard rock (requiring blasting) BI01010001010000000000000515BI0100001168 59.4928 cum
58 1.57 Hard rock (blasting prohibited) BI01010001010000000000000515BI0100001169
59 1.58 Filling annular space around footing in rock as per technical specification Clause 1203.4.3. BI01010001010000000000000515BI0100001170
60 1.59 P.C.C grade M 15 (Nominal mix 1:2.5:5) BI01010001010000000000000515BI0100001171 18.343 cum
61 1.6 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 BI01010001010000000000000515BI0100001172
62 1.61 P.C.C grade M 15 BI01010001010000000000000515BI0100001173
63 1.62 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100001174 15.936 cum
64 1.63 R.C.C. grade M 30 BI01010001010000000000000515BI0100001175 82.96 cum
65 1.64 Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 BI01010001010000000000000515BI0100001176 13.2736 MT
66 1.65 Sub Structure BI01010001010000000000000515BI0100001177
67 1.66 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 BI01010001010000000000000515BI0100001178
68 1.67 For height upto 5 m BI01010001010000000000000515BI0100001179
69 1.68 R.C.C. grade M30 BI01010001010000000000000515BI0100001180 53.2816 cum
70 1.69 For height 5 to 10 m BI01010001010000000000000515BI0100001181 39.9612 cum
71 1.7 For height above 10 m BI01010001010000000000000515BI0100001182 39.9612 cum
72 1.71 Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 BI01010001010000000000000515BI0100001183 21.3126 MT
73 1.72 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 BI01010001010000000000000515BI0100001184 156 Nos.
74 1.73 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 BI01010001010000000000000515BI0100001185
75 1.74 Granular material BI01010001010000000000000515BI0100001186 260.832 cum
76 1.75 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 BI01010001010000000000000515BI0100001187 43.092 cum
77 1.76 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. BI01010001010000000000000515BI0100001188 428 tonne capacit
78 1.77 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 BI01010001010000000000000515BI0100001189
79 1.78 Super Structure BI01010001010000000000000515BI0100001190
80 1.79 Providing Bailey Bridge Complete Set as per Bailey Bridge Speecification BI01010001010000000000000515BI0100001191 20 Rm
81 1.8 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 BI01010001010000000000000515BI0100001192
82 1.81 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100001193 3.8325 cum
83 1.82 Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 BI01010001010000000000000515BI0100001194 12.18 cum
84 1.83 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 BI01010001010000000000000515BI0100001195 13 Rm
85 1.84 Filler Joint BI01010001010000000000000515BI0100001196
86 1.85 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 BI01010001010000000000000515BI0100001197 11.6 Rm
87 1.86 River Bank Protection Work BI01010001010000000000000515BI0100001198
88 1.87 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 BI01010001010000000000000515BI0100001199
89 1.88 For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall BI01010001010000000000000515BI0100001200
90 1.89 Loading of stone aggregates BI01010001010000000000000515BI0100001201
91 1.9 M15 grade concrete BI01010001010000000000000515BI0100001202 30.4892 Cum
92 1.91 M25 grade concrete BI01010001010000000000000515BI0100001203 10.962 Cum
93 1.92 M30 grade concrete BI01010001010000000000000515BI0100001204 238.055 Cum
94 1.93 Bituminous Macadam BI01010001010000000000000515BI0100001205 9.6503 Cum
95 1.94 Premix carpet BI01010001010000000000000515BI0100001206 4.6035 Cum
96 1.95 Seal coat BI01010001010000000000000515BI0100001207 1.023 Cum
97 1.96 Unloading of stone aggregates BI01010001010000000000000515BI0100001208
98 1.97 M15 grade concrete BI01010001010000000000000515BI0100001209 30.4892 Cum
99 1.98 M25 grade concrete BI01010001010000000000000515BI0100001210 10.962 Cum
100 1.99 M30 grade concrete BI01010001010000000000000515BI0100001211 238.055 Cum
101 2 Bituminous Macadam BI01010001010000000000000515BI0100001212 9.6503 Cum
102 2.01 Premix carpet BI01010001010000000000000515BI0100001213 4.6035 Cum
103 2.02 Seal coat BI01010001010000000000000515BI0100001214
104 2.03 Loading of sand BI01010001010000000000000515BI0100001215
105 2.04 M15 grade concrete BI01010001010000000000000515BI0100001216 18.2935 Cum
106 2.05 M25 grade concrete BI01010001010000000000000515BI0100001217 5.481 Cum
107 2.06 M30 grade concrete BI01010001010000000000000515BI0100001218 119.027 Cum
108 2.07 Bituminous Macadam BI01010001010000000000000515BI0100001219 2.4126 Cum
109 2.08 Seal coat BI01010001010000000000000515BI0100001220 1.023 Cum
110 2.09 Unloading of sand BI01010001010000000000000515BI0100001221
111 2.1 M15 grade concrete BI01010001010000000000000515BI0100001222 18.2935 Cum
112 2.11 M25 grade concrete BI01010001010000000000000515BI0100001223 5.481 Cum
113 2.12 M30 grade concrete BI01010001010000000000000515BI0100001224 119.027 Cum
114 2.13 Bituminous Macadam BI01010001010000000000000515BI0100001225 2.4126 Cum
115 2.14 Seal coat BI01010001010000000000000515BI0100001226
116 2.15 Loading of cement and stacking BI01010001010000000000000515BI0100001227
117 2.16 M15 grade concrete BI01010001010000000000000515BI0100001228 10.4807 MT
118 2.17 M25 grade concrete BI01010001010000000000000515BI0100001229 4.9207 MT
119 2.18 M30 grade concrete BI01010001010000000000000515BI0100001230 113.737 MT
120 2.19 Unloading of cement and stacking BI01010001010000000000000515BI0100001231
121 2.2 M15 grade concrete BI01010001010000000000000515BI0100001232 12.1957 MT
122 2.21 M25 grade concrete BI01010001010000000000000515BI0100001233 7.4298 MT
123 2.22 M30 grade concrete BI01010001010000000000000515BI0100001234 187.799 MT
124 2.23 Loading steel and stacking BI01010001010000000000000515BI0100001235 42.6604 MT
125 2.24 Unloading steel and stacking BI01010001010000000000000515BI0100001236 42.6604 MT
126 2.25 Loading Bitumen Drums and stacking BI01010001010000000000000515BI0100001237
127 2.26 Bituminous Macadam BI01010001010000000000000515BI0100001238 0.6138 MT
128 2.27 Premix carpet BI01010001010000000000000515BI0100001239 0.2489 MT
129 2.28 Seal coat BI01010001010000000000000515BI0100001240 0.1159 MT
130 2.29 Unloading Bitumen Drums and stacking BI01010001010000000000000515BI0100001241
131 2.3 Bituminous Macadam BI01010001010000000000000515BI0100001242 0.6138 MT
132 2.31 Premix carpet BI01010001010000000000000515BI0100001243 0.2489 MT
133 2.32 Seal coat BI01010001010000000000000515BI0100001244 0.1159 MT
134 2.33 Cost of Haulage Excluding Loading and Unloading BI01010001010000000000000515BI0100001245
135 2.34 Surfaced Road BI01010001010000000000000515BI0100001246
136 2.35 a) Cement lead distance 120 Km BI01010001010000000000000515BI0100001247 16142.3 T.km
137 2.36 b) Stone Aggregates lead distance 85 Km BI01010001010000000000000515BI0100001248 26530.5 T.km
138 2.37 c) Sand lead distance 85 Km BI01010001010000000000000515BI0100001249 13161.4 T.km
139 2.38 d) Steel lead distance 120 Km BI01010001010000000000000515BI0100001250 5332.54 T.km
140 2.39 e) Bitumen lead distance 120 Km BI01010001010000000000000515BI0100001251 122.334 T.km
141 2.4 Unsurface road BI01010001010000000000000515BI0100001252
142 2.41 a) Cement lead distance 0.0 Km BI01010001010000000000000515BI0100001253
143 2.42 b) Stone Aggregates lead distance 15 Km BI01010001010000000000000515BI0100001254 1081.88 T.km
144 2.43 c) Sand lead distance 15 Km BI01010001010000000000000515BI0100001255 656.177 T.km
145 2.44 d) Steel lead distance 0.0 Km BI01010001010000000000000515BI0100001256
146 2.45 e) Bitumen lead distance 0.0 Km BI01010001010000000000000515BI0100001257
147 2.46 GST 12% on Civil Works BI01010001010000000000000515BI0100001258 1 Percentage
148 2.47 Labour Cess 1% BI01010001010000000000000515BI0100001259 1 Percentage
149 2.48 GST on Steel parts 18% BI01010001010000000000000515BI0100001260 1 Percentage
150 2.49 Labour Cess 1% BI01010001010000000000000515BI0100001261 1 Percentage
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