Rural Development And Panchayats Department has published Tender For Improvements Of Mrl42-Pallacolony To Pulavanpadi Road (Via Othalavadi, Saduperi) Km 0/0 - 4/110 And Km 7/335 - 9/350 With 5 Years Maintenance In Package No.Tn24-312 Chetpet Block Of Tiruvannamalai District Under Pmgsy Iii (2023-24). Submission Date for this Tender is 19-06-2024. Road Work Tenders in chetpet Tamil Nadu. Bidders can get complete Tender details and download the document.
| FileName | File Description | File Size |
| BOQ_210480.xls | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| Tender_Document_TN24312.pdf | Tender Document | 0 KB |
| a0499b67-b7c4-4ca5-9916-3865a592f748.html | Tender Notice | 0 KB |
| Sl. No. | Item Description |
| 1 | Road - 1 : Upgradation of MRL42-Pallacolony to Pulavanpadi Road (via Othalavadi, Saduperi ) |
| 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 - 1/0 |
| 4 | KM 1/0 - 2/0 |
| 5 | KM2/0 - 3/0 |
| 6 | KM 3/0 - 4/0 |
| 7 | KM 4/0 - 4/110 |
| 8 | KM7/335 - 8/0 |
| 9 | KM8/0 - 9/0 |
| 10 | KM 9/0 - 9/350 |
| 11 | 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. |
| 12 | KM 0/0 - 1/0 |
| 13 | KM 1/0 - 2/0 |
| 14 | KM2/0 - 3/0 |
| 15 | KM 3/0 - 4/0 |
| 16 | KM 4/0 - 4/110 |
| 17 | KM7/335 - 8/0 |
| 18 | KM8/0 - 9/0 |
| 19 | KM 9/0 - 9/350 |
| 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 |
| 21 | KM 0/0 - 1/0 |
| 22 | KM 1/0 - 2/0 |
| 23 | KM2/0 - 3/0 |
| 24 | KM 3/0 - 4/0 |
| 25 | KM 4/0 - 4/110 |
| 26 | KM7/335 - 8/0 |
| 27 | KM8/0 - 9/0 |
| 28 | KM 9/0 - 9/350 |
| 29 | 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) |
| 30 | KM 0/0 - 1/0 |
| 31 | KM 1/0 - 2/0 |
| 32 | KM2/0 - 3/0 |
| 33 | KM 3/0 - 4/0 |
| 34 | KM 4/0 - 4/110 |
| 35 | KM7/335 - 8/0 |
| 36 | KM8/0 - 9/0 |
| 37 | KM 9/0 - 9/350 |
| 38 | 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 402 Grading C |
| 39 | KM7/335 - 8/0 |
| 40 | KM8/0 - 9/0 |
| 41 | KM 9/0 - 9/350 |
| 42 | Waterproofing of the shoulder surface by spraying 1kg of Terrasil or Equivalent and 1kg of Zycobond or Equivalent in the ratio of 1:1:200 with Potable Water and spraying on the surface (a) 3ltrs/sqm and compacting with a static roller. Complete job, finished work to be mensured |
| 43 | KM 0/0 - 1/0 |
| 44 | KM 1/0 - 2/0 |
| 45 | KM2/0 - 3/0 |
| 46 | KM 3/0 - 4/0 |
| 47 | KM 4/0 - 4/110 |
| 48 | KM7/335 - 8/0 |
| 49 | KM8/0 - 9/0 |
| 50 | KM 9/0 - 9/350 |
| 51 | 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 |
| 52 | KM 0/0 - 0/100 |
| 53 | Construction of Sub base & Base by way of using blended material comprising of 60% Available soil of CBR> 5; 40% GSB Material, Grade B; 3% Cement by weight of soil; 1kg of Terrasil or Equivalent per cum & 1kg of Zycobond or Equivalent per cum; Mechanically blended using a Rotavator at Optimum Moisture Content; laid in Two layers of Equivalent Depth each and duly compacted with Static Roller Including Maintaining the Camber as per specifications. Complete job, finished work to be measured. (ref: MORD sl.no4.11-(i) page no.4-20) |
| 54 | KM 0/0 - 1/0 |
| 55 | KM 1/0 - 2/0 |
| 56 | KM2/0 - 3/0 |
| 57 | KM 3/0 - 4/0 |
| 58 | KM 4/0 - 4/110 |
| 59 | KM7/335 - 8/0 |
| 60 | KM8/0 - 9/0 |
| 61 | KM 9/0 - 9/350 |
| 62 | 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 |
| 63 | KM 0/0 -0/100 |
| 64 | Providing and applying high priority primer coat with cationic bitumen emulsion(water based) modified with Nanotechnology Iased Penetrative Reactive Water-soluble Organosilane material (forming water clear solution) qualifying as per the test, on Prepared surface of granular base including cleaning of road surface and prime coat-mis made using 100 part Cationic Bitumen Emulsion (Grade CSS-1) and 200 parts of Nanotechnology Solution (1 kg Terraprime :200 liter water ($1000ppm TDS) and spraying at the rate of 1.35 Kg/sqm using mechanical means as per Technical Specification. |
| 65 | KM 0/0 - 1/0 |
| 66 | KM 1/0 - 2/0 |
| 67 | KM2/0 - 3/0 |
| 68 | KM 3/0 - 4/0 |
| 69 | KM 4/0 - 4/110 |
| 70 | KM7/335 - 8/0 |
| 71 | KM8/0 - 9/0 |
| 72 | KM 9/0 - 9/350 |
| 73 | 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. |
| 74 | KM 0/0 - 0/100 |
| 75 | Providing and applying high priority tack-coat with cationic bitumen emulsion (CRS-1) in mixing ratio of 0.014 part Nanotechnology based Penetrative Reactive Water- soluble Organosilane material (forming water clear solution): 1 part water (<1000 ppm TDS): 1 part cationic bitumen emulsion and spraying using emulsion distributor at the rate of 1.2 times of conventional spray rate 0.275 Kg per sqm (i.e 0.33 kg/sqm) on the prepared new bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (ref: MORD Pg. No. 5-4) |
| 76 | KM 0/0 - 1/0 |
| 77 | KM 1/0 - 2/0 |
| 78 | KM2/0 - 3/0 |
| 79 | KM 3/0 - 4/0 |
| 80 | KM 4/0 - 4/110 |
| 81 | KM7/335 - 8/0 |
| 82 | KM8/0 - 9/0 |
| 83 | KM 9/0 - 9/350 |
| 84 | 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. |
| 85 | KM 0/0 - 0/100 |
| 86 | 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. |
| 87 | KM 0/0 - 1/0 |
| 88 | KM 1/0 - 2/0 |
| 89 | KM2/0 - 3/0 |
| 90 | KM 3/0 - 4/0 |
| 91 | KM 4/0 - 4/110 |
| 92 | KM7/335 - 8/0 |
| 93 | KM8/0 - 9/0 |
| 94 | KM 9/0 - 9/350 |
| 95 | 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(Using Waste Plastic) |
| 96 | KM 0/0 - 0/100 |
| 97 | 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 |
| 98 | KM 0/0 - 1/0 |
| 99 | KM 1/0 - 2/0 |
| 100 | KM2/0 - 3/0 |
| 101 | KM 3/0 - 4/0 |
| 102 | KM 4/0 - 4/110 |
| 103 | KM7/335 - 8/0 |
| 104 | KM8/0 - 9/0 |
| 105 | KM 9/0 - 9/350 |
| 106 | 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. |
| 107 | KM 0/0 - 1/0 |
| 108 | KM2/0 - 3/0 |
| 109 | KM 4/0 - 4/110 |
| 110 | KM7/335 - 8/0 |
| 111 | KM 9/0 - 9/350 |
| 112 | Construction of Hardbed @ Ch: 8/130 - 8/150 |
| 113 | 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. |
| 114 | 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. |
| 115 | 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. |
| 116 | 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. |
| 117 | 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 402 Grading C |
| 118 | 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 |
| 119 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M35 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to linesand grade as per drawing and Technical Specification Clause 1501 |
| 120 | Construction of Causeway @ Ch: 8/931 - 8/953 |
| 121 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M35 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to linesand grade as per drawing and Technical Specification Clause 1501 |
| 122 | Construction of Piped Causeway @ Ch: 8/653 - 8/963 |
| 123 | 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. |
| 124 | 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. |
| 125 | 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. |
| 126 | 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. |
| 127 | Providing and laying reinterced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling. concrete and masonry works in head walls and parapets Clause 1106. |
| 128 | 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 402 Grading C |
| 129 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 130 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M35 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to linesand grade as per drawing and Technical Specification Clause 1501 |
| 131 | Provision for CD Works 1.50m RCC Slab culvert @ Ch:0/362 |
| 132 | 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. |
| 133 | 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. |
| 134 | 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. |
| 135 | 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. |
| 136 | Below Sill Level |
| 137 | Above Sill Level |
| 138 | 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. |
| 139 | Cement concrete 1:1.5:3 using 20mm ISS 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 | 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. |
| 141 | Providing and fixing6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab |
| 142 | Providing and fixingTar Paper for bearing Between Bed Block & Deck slab |
| 143 | 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 |
| 144 | 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. |
| 145 | Provision for CD Works 2 x 0.90m RCC Slab culvert @ Ch:1/672 |
| 146 | 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. |
| 147 | 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. |
| 148 | Cement concrete 1 : 3 : 6 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. |
| 149 | Cement concrete 1:1.5:3 using 20mm ISS 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. |
| 150 | Providing and laying reinterced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling. concrete and masonry works in head walls and parapets Clause 1106. |
| 151 | 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. |
| 152 | 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 402 Grading C |
| 153 | Provision for CD Works 1 Nos. of 1.50m RCC Slab culvert @ Ch:4/073 |
| 154 | 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. |
| 155 | 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. |
| 156 | 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. |
| 157 | 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. |
| 158 | Below Sill Level |
| 159 | Above Sill Level |
| 160 | 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. |
| 161 | Cement concrete 1:1.5:3 using 20mm ISS 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. |
| 162 | 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. |
| 163 | Providing and fixing6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab |
| 164 | Providing and fixingTar Paper for bearing Between Bed Block & Deck slab |
| 165 | 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 |
| 166 | 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. |
| 167 | Provision for CD Works 1 Nos. of 1.50m RCC Slab culvert @ Ch:7/352 |
| 168 | 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. |
| 169 | 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. |
| 170 | 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. |
| 171 | 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. |
| 172 | Below Sill Level |
| 173 | Above Sill Level |
| 174 | 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. |
| 175 | Cement concrete 1:1.5:3 using 20mm ISS 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. |
| 176 | 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. |
| 177 | Providing and fixing6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab |
| 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 compacting etc complete complying with standard specification and as directed by the departmental officer. |
| 181 | Provision for CD Works 2 Nos. of 1.50m RCC Slab culvert @ Ch:8/593 & 8/813 |
| 182 | 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. |
| 183 | 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. |
| 184 | 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. |
| 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. |
| 186 | Below Sill Level |
| 187 | Above Sill Level |
| 188 | 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. |
| 189 | Cement concrete 1:1.5:3 using 20mm ISS 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. |
| 190 | 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. |
| 191 | Providing and fixing6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab |
| 192 | Providing and fixingTar Paper for bearing Between Bed Block & Deck slab |
| 193 | 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 |
| 194 | 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. |
| 195 | Provision for CD Works 1 No. of 2.00m RCC Slab culvert @ Ch:0/088 |
| 196 | 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. |
| 197 | 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. |
| 198 | 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. |
| 199 | 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. |
| 200 | Below Sill Level |
| 201 | Above Sill Level |
| 202 | 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. |
| 203 | Cement concrete 1:1.5:3 using 20mm ISS 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. |
| 204 | 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. |
| 205 | Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications |
| 206 | Providing and laying Kraft paper barring between deck slab and bed block to the full width of seating. |
| 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 | 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. |
| 209 | Provision for CD Works 1 No. of 3.00m RCC Slab culvert @ Ch:2/523 |
| 210 | 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. |
| 211 | 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. |
| 212 | 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. |
| 213 | 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. |
| 214 | Below Sill Level |
| 215 | Above Sill Level |
| 216 | 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. |
| 217 | Cement concrete 1:1.5:3 using 20mm ISS 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. |
| 218 | 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. |
| 219 | Providing and fixing6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab |
| 220 | Providing and fixingTar Paper for bearing Between Bed Block & Deck slab |
| 221 | 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 |
| 222 | 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. |
| 223 | Provision for Protective work @ Ch:1/723 - 1/783 Both Sides |
| 224 | 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. |
| 225 | 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. |
| 226 | 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. |
| 227 | 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. |
| 228 | Below Ground Level - Footing |
| 229 | Above Ground Level - Body Wall |
| 230 | 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 |
| 231 | Provision for Protective work @ Ch:7/571 - 7/733 RHS |
| 232 | 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. |
| 233 | 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. |
| 234 | 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. |
| 235 | 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. |
| 236 | Below Ground Level - Footing |
| 237 | Above Ground Level - Body Wall |
| 238 | 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 |
| 239 | Provision for Dismantling the existing 3 Nos. CD structures @ Ch:0/088, 0/362 & 0/672 |
| 240 | Dismantling of existing structures 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 unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. |
| 241 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick 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. |
| 242 | Dismantling of existing structures 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 unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202., Reinforced Cement Concrete |
| 243 | Dismantling, Clearing away and carefully stacking materials useful for re use. Removal of cut stone slabs |
| 244 | 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. |
| 245 | Provision for Dismantling the existing 1 No. CD structures @ Ch:4/073 |
| 246 | Dismantling of existing structures 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 unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. |
| 247 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick 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. |
| 248 | Dismantling, Clearing away and carefully stacking materials useful for re use. Removal of cut stone slabs |
| 249 | Provision for Dismantling the existing 1 No. CD structures @ Ch:7/352 |
| 250 | Dismantling of existing structures 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 unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. |
| 251 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick 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. |
| 252 | Dismantling of existing structures 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 unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202., Reinforced Cement Concrete |
| 253 | Provision for Dismantling the existing 1 No. CD structures @ Ch:8/593 |
| 254 | Dismantling of existing structures 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 unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. |
| 255 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick 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. |
| 256 | Dismantling of existing structures 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 unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202., Reinforced Cement Concrete |
| 257 | Provision for Kilometre Stones |
| 258 | Provision for Hectametre Stones |
| 259 | Provision for Guard Stone in the all culverts |
| 260 | Providingandfixingreflectiveroadstudsof‘categoryA’ Raisedpavementmarkersmadeout ofpolycarbonate/methylmethercrylate /ABSmouldedbodyconfirmingto ASTMD788and reflectivepanelswithmicroprismaticlenscapableofprovidingtotal internalreflectionofthe lightentering thelensfacewithretroreflectance andchromaticity valuesconforming to ASTMD4280.Thereflective raised pavement markers shallalsoconfirm totheMORTH circularNoRW/NH.33023/ 10/97-DO.IIIdt11.06.97. Theheight,widthandlengthshall notbelessthan15mm,90mmand100mmandwithminimumreflectivearea of13Sq.cm oneachsideandtheslopetothebaseshallbe35 +/ -5degree.Eachreflectorshall have aCIL notlessthanvaluesspecified inTable2ofsaidMORTHcircular. Thestrength of detachmentoftheintegratedcylindricalshanks,(ofdiameternotlessthan19+/ -2mmarid heightnotlessthan 30+/ - 2mm)fromthebodyistobe aminimumvalueof 500 Kgf.Fixing willbebydrillingholesontheroadfortheshankstogoinside, withoutnailsandusing epoxyresinbasedadhesiveaspermanufacturer’s recommendation andcompleteasdirected bytheengineer. Themarkershallsupportaloadof13635Kgtestedinaccordancewith ASTMD428Oandconfirming toIRC 35-2015guidelinesandMORT&Hspecification804 etc., complete |
| 261 | RoadMarkers / Road Stud with Lens Reflector |
| 262 | Providingandlaying ofhot applied Thermoplasticcompound2.5mm thick including reflectorising glass beads @ 250 gms persqmarea,thicknessof2.5mm isexclusive ofsurface applied glass beadsas perIRC:35.Thefinished surface tobelevel, uniformandfreefromstreaksandholesetccompleteasperMORT&Hspecification No.803 |
| 263 | Road Marking |
| 264 | Providingand erectingof Retro-ReflectorisedCautionary,MandatoryandInformatorysigns {withdefinitionboard)madeoutofHighIntensityPrismaticGradeSheetingconfirmingto Type-IVstandardsof IRC-67:2012 and ASTM D4956 —09, specificationand fixed over 2mm thickAluminiumsheetfixedoverabacksupportingframeof 25mmx25mmx3mmMildSteel angleandsupportedonamildsteelanglepost75X75X6mmwithaclearheightofnotless than2. lOmfromthegroundleveltothebottomofthesignboardand0.60mbelowground level.ThesignpostshouldbepaintedasperIRC67-2012andfirmlyfixedtothegroundby meansofproperlydesignedfoundationwithM15gradecementconcrète45cmX45cmX60cm sizeincludingcostandconveyanceofallmaterials,equipment,Machineryandlabourwith allleads andlifts, loading charges necessary for satisfactory completion of thework as directedbytheengineerincharge.HighintensityRetro-Reflectrosheetshallconsistof minimumcoefficientof Retro-reflection asper Table6.6 of IRC67-2012.The retro- reflective sheetingshallbecoveredunder7yearwarrantyissuedforfieldperformanceanda certified copyofthreeyearsoutdoorexposurereportshallbeobtainedasper IRC67:2012 (as per MORT&HSpecificationNo.801) |
| 265 | 60cm equilator triangular Cautionary signBoard |
| 266 | 60cm circular mantatory |
| 267 | 80 cm x 60 cm rectangular (Informatorysigns) |
| 268 | 90 cm high octagon |
| 269 | Metal bracket with type IX flotoscent prismatic reflective sheeting which is suitable for guard rail it is available one way/two way.Applied for metal crash barriers/ guard rail/ to provide reflection across wide range observation Reflector(Near culverts & trees) |
| 270 | Provision for Citizen board |
| 271 | Provision for Logo board |
| 272 | Provision for Name board |
| 273 | Provision for PMGSY Maintenance Board |
| 274 | For the First Year from the date of completion of work |
| 275 | For the Second Year from the date of cpmpletion of work |
| 276 | For the Third Year from the date of completion of work |
| 277 | For the Fourth Year from the date of completion of work |
| 278 | For the Fifth Year from the date of completion of work |
| 279 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package} |
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