Tender For Erode District Improvements Of The Road In Package No. Tn 12-182 Of Kodumudi Block Under Pmgsy Iii 2023-24 Batch I
Tender Value
2.71 Crore
Estimated cost
Bid Submission
12 Jul 2024
0 days left
EMD
5.43 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kodumudi → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Erode District Improvements Of The Road In Package No. Tn 12-182 Of Kodumudi Block Under Pmgsy Iii 2023-24 Batch I
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 18-Jun-2024 | Date corrigendum182 | Date | 05-Jul-2024 |
| 2 | 04-Jul-2024 | Date Corrigendum | Date | 12-Jul-2024 |
BOQ
| Sl. No. | Item Description |
| 1 | Name of Work: Improvements to the road from MRL09-Vadivullamangalam AD colony to Vallipuram (via) veppankatuparai, Paruthikottampalayam km 0/0-5/190(MSS using Plastic Waste) |
| 2 | Clearing and Grubbing Road Land |
| 3 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. |
| 4 | Km 0/000- 5/190 |
| 5 | Picking BT Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical specification clause 301.4 |
| 6 | Km 0/000- 5/190 |
| 7 | Excavation in Soil using Hydraulic Excavatorand Tippers with disposal upto 1000 m |
| 8 | 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 |
| 9 | Km 0/000-1/000 |
| 10 | Km 1/000-2/000 |
| 11 | Km 2/000-3/000 |
| 12 | Km 3/000-3/700 |
| 13 | Km 3/700-4/000 |
| 14 | Km 4/000-5/000 |
| 15 | Km 5/000-5/190 |
| 16 | Construction of Embankment with Material Obtained from Roadway Cutting |
| 17 | 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) |
| 18 | Km 0/000-1/000 |
| 19 | Km 1/000-2/000 |
| 20 | Km 2/000-3/000 |
| 21 | Km 3/000-3/700 |
| 22 | Km 3/700-4/000 |
| 23 | Km 4/000-5/000 |
| 24 | Km 5/000-5/190 |
| 25 | Construction of Subgrade and Earthen Shoulders |
| 26 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(subgrade using cut earth) |
| 27 | Km 0/000-1/000 |
| 28 | Km 1/000-2/000 |
| 29 | Km 2/000-3/000 |
| 30 | Km 3/000-3/700 |
| 31 | Km 3/700-4/000 |
| 32 | Km 4/000-5/000 |
| 33 | Km 5/000-5/190 |
| 34 | Gravel Shoulder |
| 35 | 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 meetrequirement of tables 300.1 and 300.2 as per Technical specification Clause 301.5 |
| 36 | Km 0/000-1/000 |
| 37 | Km 1/000-2/000 |
| 38 | Km 2/000-3/000 |
| 39 | Km 3/000-3/700 |
| 40 | Km 3/700-4/000 |
| 41 | Km 4/000-5/000 |
| 42 | Km 5/000-5/190 |
| 43 | WET Mix Macadam |
| 44 | Providing, Laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carraige 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 roller to achieve the desired density |
| 45 | Km 0/000-1/000 |
| 46 | Km 1/000-2/000 |
| 47 | Km 2/000-3/000 |
| 48 | Km 3/000-3/700 |
| 49 | Km 3/700-4/000 |
| 50 | Km 4/000-5/000 |
| 51 | Km 5/000-5/190 |
| 52 | 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 |
| 53 | Km 0/000-1/000 |
| 54 | Km 1/000-2/000 |
| 55 | Km 2/000-3/000 |
| 56 | Km 3/000-3/700 |
| 57 | Km 3/700-4/000 |
| 58 | Km 4/000-5/000 |
| 59 | Km 5/000-5/190 |
| 60 | 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. |
| 61 | Km 0/000-1/000 |
| 62 | Km 1/000-2/000 |
| 63 | Km 2/000-3/000 |
| 64 | Km 3/000-3/700 |
| 65 | Km 3/700-4/000 |
| 66 | Km 4/000-5/000 |
| 67 | Km 5/000-5/190 |
| 68 | Mix Seal Surfacing (25mm thick) using plastic waste |
| 69 | Providing, laying and rolling of close-graded premix surfacing material of 25 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 |
| 70 | Km 0/000-1/000 |
| 71 | Km 1/000-2/000 |
| 72 | Km 2/000-3/000 |
| 73 | Km 3/000-3/700 |
| 74 | Km 3/700-4/000 |
| 75 | Km 4/000-5/000 |
| 76 | Km 5/000-5/190 |
| 77 | Rumble Strips |
| 78 | Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint. |
| 79 | Km 0/000-1/000 |
| 80 | Km 1/000-2/000 |
| 81 | Km 2/000-3/000 |
| 82 | Km 3/000-3/700 |
| 83 | Km 3/700-4/000 |
| 84 | Km 4/000-5/000 |
| 85 | Km 5/000-5/190 |
| 86 | Providing and fixing Name Board |
| 87 | Providing and fixing Logo Board of PMGSY Project |
| 88 | Providing and fixing Citizen Information Board of PMGSY Project |
| 89 | Providing and fixing Maintanence Information Board of PMGSY Project |
| 90 | Providing and fixing of cautionary, mandatory and informatory sign boardProviding 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 1.50mm thick Aluminium sheet Fixed on back support frame of 25mm x 25mm x 3mm Mild steel angle and supported on a 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 warranty for the Retro Reflective sheeting as per clause 6.90 of IRC 67-2010 |
| 91 | 60 Cm Equilateral triangle (Cautionary) Sign Board |
| 92 | 60 Cm Circular (Mandatory) Sign Board |
| 93 | Chevron Signs 90 Cm Octogon (Curves) |
| 94 | Reflector ( near culverts & trees ) |
| 95 | Road marking with hot applied thermo plastic compound |
| 96 | Km 0/000-5/190 |
| 97 | KM StoneReinforced cement concrete M15 grade kilometer stone\local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specication clause 1703 |
| 98 | Ordinary KM stone (Precast) |
| 99 | 200m stone (Precast) |
| 100 | Guard stone (Precast) |
| 101 | Construction of 1.5m span Drain Culvert @ Ch.10 |
| 102 | Dismantling of existing surface like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete wood work, steel work including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unerviceable material and stacking the serciveable material with all lift and lead of 1000m as per Technical specification Clause 202 |
| 103 | Dismantling of existing surface like culverts, bridges, retaining walls and other structure comprising of brick masonry,including disposal of Unserviceable material and stacking the serviceable the serviceable material with all lift and lead of 1000m as per Technical specification Clause 202 |
| 104 | Removing all types of Hume Pipes and stackingwithin a lead of 1000m including Earthwork and Dismantling of Masonry works as per Technical Specification Clause 202 |
| 105 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with approved material |
| 106 | Supplying and filling foundation and basement with filling sand in layers not more than 15cm thick well rammed watered and compacted complete complying with standard specification |
| 107 | Cement concrete 1:2.5:5 mix usingHBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complying with standard specifications and as directed |
| 108 | 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., complying with standard specifications and as directed (Below sill) |
| 109 | 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., complying with standard specifications and as directed |
| 110 | Cement concrete 1:2:4 mix using 20mm & 10mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabrication charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick, and with kraft paper without claming extra as directed by the departmental officers complete complying with standard specifications |
| 111 | Cement concrete 1:1.5:3 mix using 20mm & 10mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabrication charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick, and with kraft paper without claming extra as directed by the departmental officers complete complying with standard specifications |
| 112 | Supplying and Fabricating and placing in position MS Steel for all Reinforced cement concreteworks as per the design given including cost steel and binding wire in all floors etc, Complete complying with standard specification. (TMT or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate), the binding wire shall be supplied by the contractor |
| 113 | Providing and fixing20mm thick Compressible fiber board in expansion joint complete as per Drawing and MORD Technical specification. |
| 114 | Providing and fixing Tar paper for bearing between bed block & Deck Slab |
| 115 | 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 |
| 116 | Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compcting etc complete complying with standard specifications and as directed by departmental officer |
| 117 | Construction of 1.5m span RCC Slab Culvert @ Ch.1410 |
| 118 | Dismantling of existing surface like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete wood work, steel work including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unerviceable material and stacking the serciveable material with all lift and lead of 1000m as per Technical specification Clause 202 |
| 119 | Dismantling of existing surface like culverts, bridges, retaining walls and other structure comprising of brick masonry,including disposal of Unserviceable material and stacking the serviceable the serviceable material with all lift and lead of 1000m as per Technical specification Clause 202 |
| 120 | Removing all types of Hume Pipes and stackingwithin a lead of 1000m including Earthwork and Dismantling of Masonry works as per Technical Specification Clause 202 |
| 121 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with approved material |
| 122 | Supplying and filling foundation and basement with filling sand in layers not more than 15cm thick well rammed watered and compacted complete complying with standard specification |
| 123 | Cement concrete 1:2.5:5 mix usingHBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complying with standard specifications and as directed |
| 124 | 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., complying with standard specifications and as directed (Below sill) |
| 125 | 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., complying with standard specifications and as directed |
| 126 | Cement concrete 1:2:4 mix using 20mm & 10mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabrication charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick, and with kraft paper without claming extra as directed by the departmental officers complete complying with standard specifications |
| 127 | Cement concrete 1:1.5:3 mix using 20mm & 10mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabrication charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick, and with kraft paper without claming extra as directed by the departmental officers complete complying with standard specifications |
| 128 | Supplying and Fabricating and placing in position MS Steel for all Reinforced cement concreteworks as per the design given including cost steel and binding wire in all floors etc, Complete complying with standard specification. (TMT or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate), the binding wire shall be supplied by the contractor |
| 129 | Providing and fixing20mm thick Compressible fiber board in expansion joint complete as per Drawing and MORD Technical specification. |
| 130 | Providing and fixing Tar paper for bearing between bed block & Deck Slab |
| 131 | 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 |
| 132 | Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compcting etc complete complying with standard specifications and as directed by departmental officer |
| 133 | Construction of 3.00 m span RCC Slab Culvert @ Ch.1940m |
| 134 | Dismantling of existing surface like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete wood work, steel work including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unerviceable material and stacking the serciveable material with all lift and lead of 1000m as per Technical specification Clause 202 |
| 135 | Dismantling of existing surface like culverts, bridges, retaining walls and other structure comprising of brick masonry,including disposal of Unserviceable material and stacking the serviceable the serviceable material with all lift and lead of 1000m as per Technical specification Clause 202 |
| 136 | Removing all types of Hume Pipes and stackingwithin a lead of 1000m including Earthwork and Dismantling of Masonry works as per Technical Specification Clause 202 |
| 137 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with approved material |
| 138 | Supplying and filling foundation and basement with filling sand in layers not more than 15cm thick well rammed watered and compacted complete complying with standard specification |
| 139 | Cement concrete 1:2.5:5 mix usingHBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complying with standard specifications and as directed |
| 140 | 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., complying with standard specifications and as directed (Below sill) |
| 141 | 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., complying with standard specifications and as directed |
| 142 | Cement concrete 1:2:4 mix using 20mm & 10mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabrication charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick, and with kraft paper without claming extra as directed by the departmental officers complete complying with standard specifications |
| 143 | Cement concrete 1:1.5:3 mix using 20mm & 10mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabrication charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick, and with kraft paper without claming extra as directed by the departmental officers complete complying with standard specifications |
| 144 | Supplying and Fabricating and placing in position MS Steel for all Reinforced cement concreteworks as per the design given including cost steel and binding wire in all floors etc, Complete complying with standard specification. (TMT or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate), the binding wire shall be supplied by the contractor |
| 145 | Providing and fixing20mm thick Compressible fiber board in expansion joint complete as per Drawing and MORD Technical specification. |
| 146 | Providing and fixingTar Paper for bearing Between Bed Block & Deck slab |
| 147 | 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 |
| 148 | Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compcting etc complete complying with standard specifications and as directed by departmental officer |
| 149 | Construction of 3.0 m span RCC Slab Culvert @ Ch.2560m |
| 150 | Dismantling of existing surface like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete wood work, steel work including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unerviceable material and stacking the serciveable material with all lift and lead of 1000m as per Technical specification Clause 202 |
| 151 | Dismantling of existing surface like culverts, bridges, retaining walls and other structure comprising of brick masonry,including disposal of Unserviceable material and stacking the serviceable the serviceable material with all lift and lead of 1000m as per Technical specification Clause 202 |
| 152 | Removing all types of Hume Pipes and stackingwithin a lead of 1000m including Earthwork and Dismantling of Masonry works as per Technical Specification Clause 202 |
| 153 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with approved material |
| 154 | Supplying and filling foundation and basement with filling sand in layers not more than 15cm thick well rammed watered and compacted complete complying with standard specification |
| 155 | Cement concrete 1:2.5:5 mix usingHBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complying with standard specifications and as directed |
| 156 | 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., complying with standard specifications and as directed (Below sill) |
| 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., complying with standard specifications and as directed |
| 158 | Cement concrete 1:2:4 mix using 20mm & 10mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabrication charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick, and with kraft paper without claming extra as directed by the departmental officers complete complying with standard specifications |
| 159 | Cement concrete 1:1.5:3 mix using 20mm & 10mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabrication charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick, and with kraft paper without claming extra as directed by the departmental officers complete complying with standard specifications |
| 160 | Supplying and Fabricating and placing in position TMT or Ribbed Tor Steel for all Reinforced cement concreteworks as per the design given including cost steel and binding wire in all floors etc, Complete complying with standard specification. (TMT or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate), the binding wire shall be supplied by the contractor |
| 161 | Providing and fixing20mm thick Compressible fiber board in expansion joint complete as per Drawing and MORD Technical specification. |
| 162 | Providing and fixingTar Paper for bearing Between Bed Block & Deck slab |
| 163 | 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 |
| 164 | Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compcting etc complete complying with standard specifications and as directed by departmental officer |
| 165 | Construction of 1.5 m span RCC Slab Culvert @ Ch.2910m |
| 166 | Dismantling of existing surface like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete wood work, steel work including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unerviceable material and stacking the serciveable material with all lift and lead of 1000m as per Technical specification Clause 202 |
| 167 | Dismantling of existing surface like culverts, bridges, retaining walls and other structure comprising of brick masonry,including disposal of Unserviceable material and stacking the serviceable the serviceable material with all lift and lead of 1000m as per Technical specification Clause 202 |
| 168 | Removing all types of Hume Pipes and stackingwithin a lead of 1000m including Earthwork and Dismantling of Masonry works as per Technical Specification Clause 202 |
| 169 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with approved material |
| 170 | Supplying and filling foundation and basement with filling sand in layers not more than 15cm thick well rammed watered and compacted complete complying with standard specification |
| 171 | Cement concrete 1:2.5:5 mix usingHBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complying with standard specifications and as directed |
| 172 | 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., complying with standard specifications and as directed (Below sill) |
| 173 | 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., complying with standard specifications and as directed |
| 174 | Cement concrete 1:2:4 mix using 20mm & 10mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabrication charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick, and with kraft paper without claming extra as directed by the departmental officers complete complying with standard specifications |
| 175 | Cement concrete 1:1.5:3 mix using 20mm & 10mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabrication charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick, and with kraft paper without claming extra as directed by the departmental officers complete complying with standard specifications |
| 176 | Supplying and Fabricating and placing in position MS Steel for all Reinforced cement concreteworks as per the design given including cost steel and binding wire in all floors etc, Complete complying with standard specification. (TMT or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate), the binding wire shall be supplied by the contractor |
| 177 | Providing and fixing20mm thick Compressible fiber board in expansion joint complete as per Drawing and MORD Technical specification. |
| 178 | Providing and fixingTar Paper for bearing Between Bed Block & Deck slab |
| 179 | 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 |
| 180 | Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compcting etc complete complying with standard specifications and as directed by departmental officer |
| 181 | Construction of 1.5 m span RCC Slab Culvert @ Ch.3320m |
| 182 | Dismantling of existing surface like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete wood work, steel work including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unerviceable material and stacking the serciveable material with all lift and lead of 1000m as per Technical specification Clause 202 |
| 183 | Dismantling of existing surface like culverts, bridges, retaining walls and other structure comprising of brick masonry,including disposal of Unserviceable material and stacking the serviceable the serviceable material with all lift and lead of 1000m as per Technical specification Clause 202 |
| 184 | Removing all types of Hume Pipes and stackingwithin a lead of 1000m including Earthwork and Dismantling of Masonry works as per Technical Specification Clause 202 |
| 185 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with approved material |
| 186 | Supplying and filling foundation and basement with filling sand in layers not more than 15cm thick well rammed watered and compacted complete complying with standard specification |
| 187 | Cement concrete 1:2.5:5 mix usingHBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complying with standard specifications and as directed |
| 188 | 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., complying with standard specifications and as directed (Below sill) |
| 189 | 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., complying with standard specifications and as directed |
| 190 | Cement concrete 1:2:4 mix using 20mm & 10mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabrication charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick, and with kraft paper without claming extra as directed by the departmental officers complete complying with standard specifications |
| 191 | Cement concrete 1:1.5:3 mix using 20mm & 10mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabrication charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick, and with kraft paper without claming extra as directed by the departmental officers complete complying with standard specifications |
| 192 | Supplying and Fabricating and placing in position TMT or Ribbed Tor Steel for all Reinforced cement concreteworks as per the design given including cost steel and binding wire in all floors etc, Complete complying with standard specification. (TMT or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate), the binding wire shall be supplied by the contractor |
| 193 | Providing and fixing20mm thick Compressible fiber board in expansion joint complete as per Drawing and MORD Technical specification. |
| 194 | Providing and fixingTar Paper for bearing Between Bed Block & Deck slab |
| 195 | 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 |
| 196 | Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compcting etc complete complying with standard specifications and as directed by departmental officer |
| 197 | Construction of 1.5 m span RCC Slab Culvert @ Ch.3720m |
| 198 | Dismantling of existing surface like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete wood work, steel work including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unerviceable material and stacking the serciveable material with all lift and lead of 1000m as per Technical specification Clause 202 |
| 199 | Dismantling of existing surface like culverts, bridges, retaining walls and other structure comprising of brick masonry,including disposal of Unserviceable material and stacking the serviceable the serviceable material with all lift and lead of 1000m as per Technical specification Clause 202 |
| 200 | Removing all types of Hume Pipes and stackingwithin a lead of 1000m including Earthwork and Dismantling of Masonry works as per Technical Specification Clause 202 |
| 201 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with approved material |
| 202 | Supplying and filling foundation and basement with filling sand in layers not more than 15cm thick well rammed watered and compacted complete complying with standard specification |
| 203 | Cement concrete 1:2.5:5 mix usingHBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complying with standard specifications and as directed |
| 204 | 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., complying with standard specifications and as directed (Below sill) |
| 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., complying with standard specifications and as directed |
| 206 | Cement concrete 1:2:4 mix using 20mm & 10mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabrication charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick, and with kraft paper without claming extra as directed by the departmental officers complete complying with standard specifications |
| 207 | Cement concrete 1:1.5:3 mix using 20mm & 10mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabrication charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick, and with kraft paper without claming extra as directed by the departmental officers complete complying with standard specifications |
| 208 | Supplying and Fabricating and placing in position MS Steel for all Reinforced cement concreteworks as per the design given including cost steel and binding wire in all floors etc, Complete complying with standard specification. (TMT or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate), the binding wire shall be supplied by the contractor |
| 209 | Providing and fixing20mm thick Compressible fiber board in expansion joint complete as per Drawing and MORD Technical specification. |
| 210 | Providing and fixingTar Paper for bearing Between Bed Block & Deck slab |
| 211 | 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 |
| 212 | Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compcting etc complete complying with standard specifications and as directed by departmental officer |
| 213 | Construction of 1.5 m span RCC Slab Culvert @ Ch.4785m |
| 214 | Dismantling of existing surface like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete wood work, steel work including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unerviceable material and stacking the serciveable material with all lift and lead of 1000m as per Technical specification Clause 202 |
| 215 | Dismantling of existing surface like culverts, bridges, retaining walls and other structure comprising of brick masonry,including disposal of Unserviceable material and stacking the serviceable the serviceable material with all lift and lead of 1000m as per Technical specification Clause 202 |
| 216 | Removing all types of Hume Pipes and stackingwithin a lead of 1000m including Earthwork and Dismantling of Masonry works as per Technical Specification Clause 202 |
| 217 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with approved material |
| 218 | Supplying and filling foundation and basement with filling sand in layers not more than 15cm thick well rammed watered and compacted complete complying with standard specification |
| 219 | Cement concrete 1:2.5:5 mix usingHBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complying with standard specifications and as directed |
| 220 | 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., complying with standard specifications and as directed (Below sill) |
| 221 | 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., complying with standard specifications and as directed |
| 222 | Cement concrete 1:2:4 mix using 20mm & 10mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabrication charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick, and with kraft paper without claming extra as directed by the departmental officers complete complying with standard specifications |
| 223 | Cement concrete 1:1.5:3 mix using 20mm & 10mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabrication charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick, and with kraft paper without claming extra as directed by the departmental officers complete complying with standard specifications |
| 224 | Supplying and Fabricating and placing in position MS Steel for all Reinforced cement concreteworks as per the design given including cost steel and binding wire in all floors etc, Complete complying with standard specification. (TMT or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate), the binding wire shall be supplied by the contractor |
| 225 | Providing and fixing20mm thick Compressible fiber board in expansion joint complete as per Drawing and MORD Technical specification. |
| 226 | Providing and fixingTar Paper for bearing Between Bed Block & Deck slab |
| 227 | 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 |
| 228 | Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compcting etc complete complying with standard specifications and as directed by departmental officer |
| 229 | Construction of 1.5 m span RCC Slab Culvert @ Ch.5055m |
| 230 | Dismantling of existing surface like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete wood work, steel work including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unerviceable material and stacking the serciveable material with all lift and lead of 1000m as per Technical specification Clause 202 |
| 231 | Dismantling of existing surface like culverts, bridges, retaining walls and other structure comprising of brick masonry,including disposal of Unserviceable material and stacking the serviceable the serviceable material with all lift and lead of 1000m as per Technical specification Clause 202 |
| 232 | Removing all types of Hume Pipes and stackingwithin a lead of 1000m including Earthwork and Dismantling of Masonry works as per Technical Specification Clause 202 |
| 233 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with approved material |
| 234 | Supplying and filling foundation and basement with filling sand in layers not more than 15cm thick well rammed watered and compacted complete complying with standard specification |
| 235 | Cement concrete 1:2.5:5 mix usingHBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complying with standard specifications and as directed |
| 236 | 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., complying with standard specifications and as directed (Below sill) |
| 237 | 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., complying with standard specifications and as directed |
| 238 | Cement concrete 1:2:4 mix using 20mm & 10mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabrication charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick, and with kraft paper without claming extra as directed by the departmental officers complete complying with standard specifications |
| 239 | Cement concrete 1:1.5:3 mix using 20mm & 10mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabrication charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick, and with kraft paper without claming extra as directed by the departmental officers complete complying with standard specifications |
| 240 | Supplying and Fabricating and placing in position MS Steel for all Reinforced cement concreteworks as per the design given including cost steel and binding wire in all floors etc, Complete complying with standard specification. (TMT or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate), the binding wire shall be supplied by the contractor |
| 241 | Providing and fixing20mm thick Compressible fiber board in expansion joint complete as per Drawing and MORD Technical specification. |
| 242 | Providing and fixingTar Paper for bearing Between Bed Block & Deck slab |
| 243 | 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 |
| 244 | Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compcting etc complete complying with standard specifications and as directed by departmental officer |
| 245 | Towards the charges for routlinemaintenance of the road work executedunder PMGSY including dressing of bermsby refilling the gully with the earth fromborrow pits, cleaning of wild seasonalgrowth on berms, destilting of side drainsand CD works, white washing guard stones,painting of KM, HM stones, parapets,cutting of branches of trees, refixingdisplaced guard stones, caution boards,speed limit boards etc., with the periodicityfor the above activities as prescribed in IRCSP-20:2002 and as directed by thedepartmental officers except for theconstructional defects which has to berectified by the contractor at his own cost |
| 246 | For the First Year from the date ofcompletion of work |
| 247 | For the Second Year from the date ofcompletion of work |
| 248 | For the Third Year from the date ofcompletion of work |
| 249 | For the Fourth Year from the date ofcompletion of work |
| 250 | For the Fifth Year from the date ofcompletion of work |
| 251 | 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) |
AI Tender Summary
Tender Timeline
Jul 04, 2024
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 05, 2024
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 12, 2024
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedJul 12, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 12, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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