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| 1 | 1)MRL - 38Umayalpuram toPerumapalayam Road IIIrd Causeway (Via) Vasanthapuri, Perumapalayam Km. 0/0 - 2/370 & 5/870 - 7/810. |
| 2 | Clearing and grubbing road land including uprooting wild vegetation,grass ,bushes, shrubs, saplings and trees ofgirth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD Technical Specification Clause 201. |
| 3 | in Km. 0/0-2/370 & 5/870-7/810 |
| 4 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 5 | in Km. 0/0-2/600 & 4/300-7/700 |
| 6 | Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 7 | KM 0/0-1/0 |
| 8 | KM 1/0-2/0 |
| 9 | KM 2/0-2/370 |
| 10 | KM 5/870-6/0 |
| 11 | KM 6/0-7/0 |
| 12 | KM 7/0-7/810 |
| 13 | Construction of embankment using tractor with grader with approved materials deposited 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 (Filling with Cut Earth) |
| 14 | KM 0/0-1/0 |
| 15 | KM 1/0-2/0 |
| 16 | KM 2/0-2/370 |
| 17 | KM 5/870-6/0 |
| 18 | KM 6/0-7/0 |
| 19 | KM 7/0-7/810 |
| 20 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (Carted Earth) |
| 21 | KM 0/0-1/0 |
| 22 | KM 1/0-2/0 |
| 23 | KM 2/0-2/370 |
| 24 | KM 5/870-6/0 |
| 25 | KM 6/0-7/0 |
| 26 | KM 7/0-7/810 |
| 27 | Construction of embankment with approved materials deposited 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 (Gravel shoulder) |
| 28 | KM 0/0-1/0 |
| 29 | KM 1/0-2/0 |
| 30 | KM 2/0-2/370 |
| 31 | KM 5/870-6/0 |
| 32 | KM 6/0-7/0 |
| 33 | KM 7/0-7/810 |
| 34 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing thematerial with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory rollerto achieve the desired density |
| 35 | KM 0/0-0/100 |
| 36 | Providing, Laying and Spreading Select Soil 50% (CBR>6) in Base Course on a prepared surface, including mixing of 25% 22.4 mm down Aggregate, 25% Stone Dust and 3% RBI -81 by mix in place with rotavator and grading with motor grader and compacting with 8-10 tonne Vibratory Compactor at OMC to the desired density as per specifications MoRTH 403 |
| 37 | KM 0/100-1/0 |
| 38 | KM 1/0-2/0 |
| 39 | KM 2/0-2/370 |
| 40 | KM 5/870-6/0 |
| 41 | KM 6/0-7/0 |
| 42 | KM 7/0-7/810 |
| 43 | 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 44 | KM 0/0-1/0 |
| 45 | KM 1/0-2/0 |
| 46 | KM 2/0-2/370 |
| 47 | KM 5/870-6/0 |
| 48 | KM 6/0-7/0 |
| 49 | KM 7/0-7/810 |
| 50 | 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 cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 51 | KM 0/0-1/0 |
| 52 | KM 1/0-2/0 |
| 53 | KM 2/0-2/370 |
| 54 | KM 5/870-6/0 |
| 55 | KM 6/0-7/0 |
| 56 | KM 7/0-7/810 |
| 57 | Bituminous Macadam:- Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading 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 rolledto achieve the desired compaction as per Technical Specification Clause 504. |
| 58 | KM 0/0-1/0 |
| 59 | KM 1/0-2/0 |
| 60 | KM 2/0-2/370 |
| 61 | KM 5/870-6/0 |
| 62 | KM 6/0-7/0 |
| 63 | KM 7/0-7/810 |
| 64 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. |
| 65 | KM 0/0-1/0 |
| 66 | KM 1/0-2/0 |
| 67 | KM 2/0-2/370 |
| 68 | KM 5/870-6/0 |
| 69 | KM 6/0-7/0 |
| 70 | KM 7/0-7/810 |
| 71 | Provision of Rumble Strips with premix Bituminous carpet Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre-to-centre approved locations to control speed, marked with while strips of road marking paint.Rumble Strips = 3 X 3.75 X 0.25 = 2.81 |
| 72 | KM 0/0-1/0 |
| 73 | KM 1/0-2/0 |
| 74 | KM 2/0-2/370 |
| 75 | KM 5/870-6/0 |
| 76 | KM 6/0-7/0 |
| 77 | KM 7/0-7/810 |
| 78 | Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface:-Providing and laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35, The finished surface to be level uniform and free from streaks and holes etc complete as per MORTH&H specification No.803 |
| 79 | KM 0/0-1/0 |
| 80 | KM 1/0-2/0 |
| 81 | KM 2/0-2/370 |
| 82 | KM 5/870-6/0 |
| 83 | KM 6/0-7/0 |
| 84 | KM 7/0-7/810 |
| 85 | Providing and fixing Name board |
| 86 | Providing and Fixing \"Logo\" of PMGSY Project |
| 87 | Providing and Fixing \"Citizen information Board\" of PMGSY Project |
| 88 | Providing and Fixing \"Maintenance information Board\" of PMGSY Project |
| 89 | Providing and fixing of Retro Reflectorised Cautionary , Mandatory Signs with Definition Plate made out of High Intensity Grade Prismatic Sheeting conforming to IRC-67:2010 & ASTM D 4956-09,Type IV Specification and Fixed over 1.5mm thick Aluminium Sheet fixed on back support Frame of 25mm x 25mm x 3mm Mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45cm x 45cm x 60cm below Ground level etc complete including 7 Years warrenty for the Retro Reflective Sheeting as per Clause 6.9 of IRC 67 - 2010 Specification ( as per MORTH & Speccification no : 801 ) |
| 90 | 90 Cm Equilateral triangle ( Cautionary )sign board |
| 91 | 60 Cm Circular ( Mandatory )sign board |
| 92 | Chevron Signs 90Cm Octagon (Curves) |
| 93 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 94 | (i) Ordinary Kilometer Stone (Precast) |
| 95 | (ii) 200 m stone (precast) |
| 96 | (iii) Guard stone |
| 97 | Construction of Protective work at KM 0/0-1/0 |
| 98 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. |
| 99 | Km : 0/120-0/150 LHS |
| 100 | Km : 0/480-0/500 LHS |
| 101 | Km : 0/580-0/600 LHS |
| 102 | Km : 0/660-0/680 LHS |
| 103 | Km : 0/750-0/810 LHS |
| 104 | Km : 0/820-0/865 RHS |
| 105 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. |
| 106 | Km : 0/120-0/150 LHS |
| 107 | Km : 0/480-0/500 LHS |
| 108 | Km : 0/580-0/600 LHS |
| 109 | Km : 0/660-0/680 LHS |
| 110 | Km : 0/750-0/810 LHS |
| 111 | Km : 0/820-0/865 RHS |
| 112 | Cement concrete 1 : 2.5 : 5 mix using M15 HBG metal , including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 113 | Km : 0/120-0/150 LHS |
| 114 | Km : 0/480-0/500 LHS |
| 115 | Km : 0/580-0/600 LHS |
| 116 | Km : 0/660-0/680 LHS |
| 117 | Km : 0/750-0/810 LHS |
| 118 | Km : 0/820-0/865 RHS |
| 119 | Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.( Below Sill Level ) |
| 120 | Km : 0/120-0/150 LHS |
| 121 | Km : 0/480-0/500 LHS |
| 122 | Km : 0/580-0/600 LHS |
| 123 | Km : 0/660-0/680 LHS |
| 124 | Km : 0/750-0/810 LHS |
| 125 | Km : 0/820-0/865 RHS |
| 126 | Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.( Above Sill Level ) |
| 127 | Km : 0/120-0/150 LHS |
| 128 | Km : 0/480-0/500 LHS |
| 129 | Km : 0/580-0/600 LHS |
| 130 | Km : 0/660-0/680 LHS |
| 131 | Km : 0/750-0/810 LHS |
| 132 | Km : 0/820-0/865 RHS |
| 133 | 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 |
| 134 | Km : 0/120-0/150 LHS |
| 135 | Km : 0/480-0/500 LHS |
| 136 | Km : 0/580-0/600 LHS |
| 137 | Km : 0/660-0/680 LHS |
| 138 | Km : 0/750-0/810 LHS |
| 139 | Km : 0/820-0/865 RHS |
| 140 | Construction of Protective work at KM 1/0-2/0 |
| 141 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. |
| 142 | Km : 1/010-1/035 LHS |
| 143 | Km : 1/280-1/325 LHS |
| 144 | Km : 1/560-1/580 LHS |
| 145 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. |
| 146 | Km : 1/010-1/035 LHS |
| 147 | Km : 1/280-1/325 LHS |
| 148 | Km : 1/560-1/580 LHS |
| 149 | Cement concrete 1 : 2.5 : 5 mix using M15 HBG metal , including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.for foundation |
| 150 | Km : 1/010-1/035 LHS |
| 151 | Km : 1/280-1/325 LHS |
| 152 | Km : 1/560-1/580 LHS |
| 153 | Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.( Below Sill Level ) |
| 154 | Km : 1/010-1/035 LHS |
| 155 | Km : 1/280-1/325 LHS |
| 156 | Km : 1/560-1/580 LHS |
| 157 | Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.( Above Sill Level ) |
| 158 | Km : 1/010-1/035 LHS |
| 159 | Km : 1/280-1/325 LHS |
| 160 | Km : 1/560-1/580 LHS |
| 161 | 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 |
| 162 | Km : 1/010-1/035 LHS |
| 163 | Km : 1/280-1/325 LHS |
| 164 | Km : 1/560-1/580 LHS |
| 165 | Construction of Protective work at KM 6/0-7/0 |
| 166 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. |
| 167 | Km : 6/205-6/235 RHS |
| 168 | Km : 6/350-6/410 RHS |
| 169 | Km : 6/550-6/558 LHS |
| 170 | Km : 6/850-6/895 RHS |
| 171 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. |
| 172 | Km : 6/205-6/235 RHS |
| 173 | Km : 6/350-6/410 RHS |
| 174 | Km : 6/550-6/558 LHS |
| 175 | Km : 6/850-6/895 RHS |
| 176 | Cement concrete 1 : 2.5 : 5 mix using M15 HBG metal , including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.for foundation |
| 177 | Km : 6/205-6/235 RHS |
| 178 | Km : 6/350-6/410 RHS |
| 179 | Km : 6/550-6/558 LHS |
| 180 | Km : 6/850-6/895 RHS |
| 181 | Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.( Below Sill Level ) |
| 182 | Km : 6/205-6/235 RHS |
| 183 | Km : 6/350-6/410 RHS |
| 184 | Km : 6/550-6/558 LHS |
| 185 | Km : 6/850-6/895 RHS |
| 186 | Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.( Above Sill Level ) |
| 187 | Km : 6/205-6/235 RHS |
| 188 | Km : 6/350-6/410 RHS |
| 189 | Km : 6/550-6/558 LHS |
| 190 | Km : 6/850-6/895 RHS |
| 191 | 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 |
| 192 | Km : 6/205-6/235 RHS |
| 193 | Km : 6/350-6/410 RHS |
| 194 | Km : 6/550-6/558 LHS |
| 195 | Km : 6/850-6/895 RHS |
| 196 | Construction of Protective work at KM 7/0/-8/0 |
| 197 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. |
| 198 | Km : 7/060-7/190 RHS |
| 199 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. |
| 200 | Km : 7/060-7/190 RHS |
| 201 | Cement concrete 1 : 2.5 : 5 mix using M15 HBG metal , including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.for foundation |
| 202 | Km : 7/060-7/190 RHS |
| 203 | Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.( Below Sill Level ) |
| 204 | Km : 7/060-7/190 RHS |
| 205 | Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.( Above Sill Level ) |
| 206 | Km : 7/060-7/190 RHS |
| 207 | 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 |
| 208 | Km : 7/060-7/190 RHS |
| 209 | Routine Maintenance after completion ofwork the road sufrace and shoulder to be maintained in proper condition to make them free from excessive edge drop offs, roughness, scouring and pot holes and cleaning of surface drain including culverts for frre flow of water. Relettering name boards and K.M & H.M stone and other maintenance operation required to keep the road traffic worthly at all the time for the maintenance periodfor the following years. As per General condition of contract para 32.2.2 |
| 210 | For 1st Year |
| 211 | For 2nd Year |
| 212 | For 3rd Year |
| 213 | For 4th Year |
| 214 | For 5th Year |
| 215 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column \"BB\" for all works in this package}(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) |
