Rural Development And Panchayats Department has published Tender For Thanjavur District - Package No. Tn-17-141 - Up-Gradation And 5 Year Maintenance Of Mrl21-Kalukapulikadu - Painkattuvayal Road Via Kalugapulikkadu Kumulankuli Road In Pattukkottai Block For The Year 2023-2024.. Submission Date for this Tender is 19-06-2024. Road Work Tenders in pattukkottai Tamil Nadu. Bidders can get complete Tender details and download the document.
| FileName | File Description | File Size |
| TN-17-141-Pattukkottai-Pr_1.pdf | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| BOQ_210183.xls | Tender Document | 0 KB |
| f932cc30-99a5-4f4c-aa52-c8e33724c1f0.html | Tender Notice | 0 KB |
| TN-17-141-Pattukkottai-Te_2.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | Upgradation and Five Year Maintenance of MRL21 - Kalukapulikadu - Painkattuvayal road (Via)Kalugapulikkadu kumulankuli Road Km 0/0-3/680. |
| 2 | 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. |
| 3 | Km 0/0 - 3/680 |
| 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 | Km 0/0 - 3/680 |
| 6 | Excavation in Soil using Hydraulic Excavatorand Tippers with disposal upto 1000 m - 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 2/210 - 3/680 |
| 8 | 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 (Filling with Cut Earth) |
| 9 | Km 2/210 - 3/680 |
| 10 | 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. |
| 11 | Km 0/0 - 3/680 |
| 12 | Construction of Subgrade for 300 mm depth by using picked material obtained from the existing surface by mechanical means and then adding 50% of deflict materials by using stone dust obtained from industries with all lifts and leads transporting to site, spreading and grading to required slope and compacted to meet requirement table 300.2 with lead upto 1000 m as per technical Specification clause 303.1.(Subgrade using Stone dust to improve CBR 7 to 9) |
| 13 | Km 2/0-3/0 |
| 14 | Km 3/0-3/680 |
| 15 | Construction of granular sub-baseby providingwell gradedmaterial, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with threewheel 80-100 kN static roller capacity to achieve thedesired density, complete as per Technical Specification Clause 401. Grading III |
| 16 | Km 2/0-3/0 |
| 17 | Km 3/0-3/680 |
| 18 | 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) |
| 19 | Km 0/0 -1/0 |
| 20 | Km 1/0-2/0 |
| 21 | Km 2/0-3/0 |
| 22 | Km 3/0-3/680 |
| 23 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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. (Grading II) |
| 24 | Km 0/0 -1/0 |
| 25 | Km 1/0-2/0 |
| 26 | Km 2/0-3/0 |
| 27 | Km 3/0-3/680 |
| 28 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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. (Grading III) |
| 29 | Km 0/0 -1/0 |
| 30 | Km 1/0-2/0 |
| 31 | Km 2/0-3/0 |
| 32 | Km 3/0-3/680 |
| 33 | 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 0.85 Kg/Sq.m (0.70-1.0) using mechanical means as per Technical Specification. Clause 502. |
| 34 | Km 0/0 -1/0 |
| 35 | Km 1/0-2/0 |
| 36 | Km 2/0-3/0 |
| 37 | Km 3/0-3/680 |
| 38 | Providing and applying Tack coat with bitumen emulsion (RS-1) using emulsion distributor at 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. |
| 39 | Km 0/0 -1/0 |
| 40 | Km 1/0-2/0 |
| 41 | Km 2/0-3/0 |
| 42 | Km 3/0-3/680 |
| 43 | New Technology - MSS (Using Plastic Waste) - 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. |
| 44 | Km 0/0 -1/0 |
| 45 | Km 1/0-2/0 |
| 46 | Km 2/0-3/0 |
| 47 | Km 3/0-3/680 |
| 48 | Providing 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. |
| 49 | Km 0/0 -1/0 |
| 50 | Km 1/0-2/0 |
| 51 | Km 2/0-3/0 |
| 52 | Km 3/0-3/680 |
| 53 | Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sq.m area, thickness of 2.5 mm is exclusive of surface apllied glass beads as per IRC : 35. The finished surface to be level , uniform and free from streaks and holes etc complete as per MORT &H specification No.803. |
| 54 | Km 0/0 -1/0 |
| 55 | Km 1/0-2/0 |
| 56 | Km 2/0-3/0 |
| 57 | Km 3/0-3/680 |
| 58 | Provision for Name board |
| 59 | Provision for Logo board |
| 60 | Provision for Citizen board |
| 61 | Provision for PMGSY Maintenance board |
| 62 | Retro-Reflectorised Traflic Signs (with definition board)TypeIV - Providing and erecting of Retro-Reflectorised Cautionary,Mandatory and Informatory signs (with definition board)made out of High IntensityPrismatic Grade Sheetingconfirming to Type-IV standards of IRC-67: 2012 and ASTMD4956-09, specification and fixed over 2mm thick Aluminium sheetfixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supportedonamildsteelanglepost 75X75X6mm with a clearheightofnot less than2. lOmfromthegroundleveltothe bottomofthe signboardand0.60m below ground level. Thesign postshouldbepainted as per IRC67-2012andfirmly fixed tothegroundby means of properlydesignedfoundation with M15grade cementconcrète 45cmX45cmX60cmsizeincluding cost and conveyance ofallmaterials, equipment, Machinery and labourwith allleadsandlifts, loading charges necessaryfor satisfactory completion ofthework as directed by the engineerincharge. High intensity Retro - Reflectrosheetshallconsistof minimumcoefficientof Retro-reflection asper Table6.6 of IRC67-2012. The retro- reflective sheetingshallbecovered under7yearwarrantyissued for fieldperformanceanda certified copyofthreeyearsoutdoorexposurereportshallbeobtainedasperIRC67:2012 (as per MORT&HSpecificationNo.801) |
| 63 | 60 cm EquilateralTtriangle - Cautionary sign board |
| 64 | 60 cm Circular - Mandatory Sign board |
| 65 | Chevron Sign 90 cm Octogen (Curves) board |
| 66 | Provision for Reflector |
| 67 | Provision for Kilometre Stones - Reinforced Cement Concrete M15 grade Kilometre stone/ local stone of standard design as per IRC:8 fixing in position including painting and printing etc., as per drwing and technical specification Clause 1703. |
| 68 | Ordinary Kilometre Stone (Precast) |
| 69 | 200m Stone (Precast) |
| 70 | Construction of 1.50 m RCC Slab culvert@ Chainage 797 m - Km 0/0-1/0 |
| 71 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. |
| 72 | Culvert @ Ch.797 m |
| 73 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. |
| 74 | Culvert @ Ch.797 m |
| 75 | 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. |
| 76 | Culvert @ Ch.797 m |
| 77 | 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. |
| 78 | Culvert @ Ch.797 m |
| 79 | Cement concrete 1 : 2.5 : 5 mix using 40mm 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. |
| 80 | Culvert @ Ch.797 m |
| 81 | Cement concrete 1 : 2 : 4 mix using20mm 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) |
| 82 | Culvert @ Ch.797 m |
| 83 | Cement concrete 1 : 2 : 4 mix using20mm 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) |
| 84 | Culvert @ Ch.797 m |
| 85 | Cement concrete 1:1.5:3 using 20mm & 10mmISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications. |
| 86 | Culvert @ Ch.797 m |
| 87 | Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc,Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor. |
| 88 | Culvert @ Ch.797 m |
| 89 | Providing and fixing6mm Bitumen felt for expansion joint Between Dirtwall & Deck slab |
| 90 | Culvert @ Ch.797 m |
| 91 | Providing and fixingTar Paper for bearing Between Bed Block & Deck slab. |
| 92 | Culvert @ Ch.797 m |
| 93 | 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 |
| 94 | Culvert @ Ch.797 m |
| 95 | Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer. |
| 96 | Culvert @ Ch.797 m |
| 97 | Construction of 1.50 m RCC Slab culvert@ Chainage 1925 m - Km 1/0-2/0 |
| 98 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. |
| 99 | Culvert @ Ch.1925 m |
| 100 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. |
| 101 | Culvert @ Ch.1925 m |
| 102 | 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. |
| 103 | Culvert @ Ch.1925 m |
| 104 | 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. |
| 105 | Culvert @ Ch.1925 m |
| 106 | Cement concrete 1 : 2.5 : 5 mix using 40mm 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. |
| 107 | Culvert @ Ch.1925 m |
| 108 | Cement concrete 1 : 2 : 4 mix using20mm 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) |
| 109 | Culvert @ Ch.1925 m |
| 110 | Cement concrete 1 : 2 : 4 mix using20mm 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) |
| 111 | Culvert @ Ch.1925 m |
| 112 | Cement concrete 1:1.5:3 using 20mm & 10mmISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications. |
| 113 | Culvert @ Ch.1925 m |
| 114 | Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc,Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor. |
| 115 | Culvert @ Ch.1925 m |
| 116 | Providing and fixing6mm Bitumen felt for expansion joint Between Dirtwall & Deck slab |
| 117 | Culvert @ Ch.1925 m |
| 118 | Providing and fixingTar Paper for bearing Between Bed Block & Deck slab. |
| 119 | Culvert @ Ch.1925 m |
| 120 | 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 |
| 121 | Culvert @ Ch.1925 m |
| 122 | Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer. |
| 123 | Culvert @ Ch.1925 m |
| 124 | Construction of 1.50 m RCC Slab culvert@ Chainage 2515 m and 2892 m - Km 2/0-3/0 |
| 125 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. |
| 126 | Culvert @ Ch.2515 m and 2892 m |
| 127 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. |
| 128 | Culvert @ Ch.2515 m and 2892 m |
| 129 | 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. |
| 130 | Culvert @ Ch.2515 m and 2892 m |
| 131 | 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. |
| 132 | Culvert @ Ch.2515 m and 2892 m |
| 133 | Cement concrete 1 : 2.5 : 5 mix using 40mm, 20mm & 10mm 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. |
| 134 | Culvert @ Ch.2515 m and 2892 m |
| 135 | Cement concrete 1 : 2 : 4 mix using20mm 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) |
| 136 | Culvert @ Ch.2515 m and 2892 m |
| 137 | Cement concrete 1 : 2 : 4 mix using20mm 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) |
| 138 | Culvert @ Ch.2515 m and 2892 m |
| 139 | Cement concrete 1:1.5:3 using 20mm & 10mmISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications. |
| 140 | Culvert @ Ch.2515 m and 2892 m |
| 141 | Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc,Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor. |
| 142 | Culvert @ Ch.2515 m and 2892 m |
| 143 | Providing and fixing6mm Bitumen felt for expansion joint Between Dirtwall & Deck slab |
| 144 | Culvert @ Ch.2515 m and 2892 m |
| 145 | Providing and fixingTar Paper for bearing Between Bed Block & Deck slab. |
| 146 | Culvert @ Ch.2515 m and 2892 m |
| 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 | Culvert @ Ch.2515 m and 2892 m |
| 149 | Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer. |
| 150 | Culvert @ Ch.2515 m and 2892 m |
| 151 | Construction of 1.50 m RCC Slab culvert@ Chainage 3213 m - Km 3/0-3/680 |
| 152 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. |
| 153 | Culvert @ Ch.3213 m |
| 154 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. |
| 155 | Culvert @ Ch.3213 m |
| 156 | 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. |
| 157 | Culvert @ Ch.3213 m |
| 158 | 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. |
| 159 | Culvert @ Ch.3213 m |
| 160 | Cement concrete 1 : 2.5 : 5 mix using 40mm 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. |
| 161 | Culvert @ Ch.3213 m |
| 162 | Cement concrete 1 : 2 : 4 mix using20mm 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) |
| 163 | Culvert @ Ch.3213 m |
| 164 | Cement concrete 1 : 2 : 4 mix using20mm 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) |
| 165 | Culvert @ Ch.3213 m |
| 166 | Cement concrete 1:1.5:3 using 20mm & 10mmISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications. |
| 167 | Culvert @ Ch.3213 m |
| 168 | Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc,Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor. |
| 169 | Culvert @ Ch.3213 m |
| 170 | Providing and fixing6mm Bitumen felt for expansion joint Between Dirtwall & Deck slab |
| 171 | Culvert @ Ch.3213 m |
| 172 | Providing and fixingTar Paper for bearing Between Bed Block & Deck slab. |
| 173 | Culvert @ Ch.3213 m |
| 174 | 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 |
| 175 | Culvert @ Ch.3213 m |
| 176 | Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer. |
| 177 | Culvert @ Ch.3213 m |
| 178 | Construction of Protective works at chainage 2492 m - 2532 m Left side - Reach : Km 2/0-3/0. |
| 179 | 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. |
| 180 | Protective works at chainage 2492 m - 2532 m Left side |
| 181 | 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. |
| 182 | Protective works at chainage 2492 m - 2532 m Left side |
| 183 | Cement concrete 1 : 2.5 : 5 mix using 40 mm 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. |
| 184 | Protective works at chainage 2492 m - 2532 m Left side |
| 185 | Cement concrete 1 : 2 : 4 mix using 20mm 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) |
| 186 | Protective works at chainage 2492 m - 2532 m Left side |
| 187 | Cement concrete 1 : 2 : 4 mix using 40mm, 20mm & 10mm 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) |
| 188 | Protective works at chainage 2492 m - 2532 m Left side |
| 189 | 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 |
| 190 | Protective works at chainage 2492 m - 2532 m Left side |
| 191 | Towards the charges for routline maintenance of the road work executed under PMGSY including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost for carriageway width of 3.00m & 3.75m |
| 192 | For the First Year from the date of completion of work |
| 193 | For the Second Year from the date of completion of work |
| 194 | For the Third Year from the date of completion of work |
| 195 | For the Fourth Year from the date of completion of work |
| 196 | For the Fifth Year from the date of completion of work |
| 197 | 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) |
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