Highways Department-HD has published Widening And Improvements, Retaining Wall And Culvert Works Including Up Keeping For A Period Of 60 Months In Govt. Roads In Respect Of Papanasam (H), C&M Subdivisionpackage– 82 Road A, ,Widening From Single Lane To Intermediate Lane And Improvements Of K. Submission Date for this Tender is 10-07-2020. Intermediates Tenders in THANJAVUR Tamil Nadu. Bidders can get complete Tender details and download the document.
| Name of Work of Widening and improvements, Retaining wall and Culvert works including up keeping for a period of 60 months in Govt. Roads in respect of Papanasam (H), C&M SubdivisionPACKAGE– 82 Road A, ,Widening from Single lane to Intermediate lane and Improvements of Koonancherry - Thiruvaikkavur road at km 2/0 - 3/6 including reconstruction of culverts at Km 2/4, 2/8, 3/2, 3/4 , construction of retaining wall at Km 2/2 and including upkeeping for a period of 60 months Road B, ,Widening from Single lane to Intermediate lane and Improvements of Koonancherry - Thiruvaikkavur road at km 3/6 - 5/0 including reconstruction of culverts at Km 3/8, 4/2, 4/10 including upkeeping for a period of 60 months Road C, Widening from Single lane to Intermediate lane and Improvements of Koonancherry - Thiruvaikkavur road at km 5/0 - 6/2 including reconstruction of culverts at Km 5/4 (i), (ii), 5/10 including upkeeping for a period of 60 months Road D,,Reconstruction of Box Culvert at km 2/2 of Arunthavapuram - Nadupatti road including upkeeping for a period of 60 months Road E, Reconstruction of Box Culvert at km 2/2 of Ammapet - Ukkadai road including upkeeping for a period of 60 months Road F, Reconstruction of Box Culvert at km 3/2 of Saliamangalam - Sadayarkoil road including upkeeping for a period of 60 months | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc., complete in accordance with standard specifications as per MORTH Vth Rev. 111, 112, 201 & 202 | |||
| 2 | 1.01 | Road B | 187.5 | Square metre | |
| 3 | 1.02 | Road C | 487.5 | Square metre | |
| 4 | 2 | Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH Vth Rev., 111, 112 & 201\na) box cutting for widening portion | |||
| 5 | 2.01 | Road A | 1393.74 | Cubic metre | |
| 6 | 2.02 | Road B | 1187.16 | Cubic metre | |
| 7 | 2.03 | Road C | 872.11 | Cubic metre | |
| 8 | 3 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density and complete as per clause 401 in accordance with standard specifications for grading-V as per MORTH Vth Rev., 111, 112, 401 & 900. | |||
| 9 | 3.01 | Road A (387.15+2.52+67.50) | 457.17 | Cubic metre | |
| 10 | 3.02 | Road B (341.02+1.49+50.63) | 393.14 | Cubic metre | |
| 11 | 3.03 | Road C (281.25+68.99) | 350.24 | Cubic metre | |
| 12 | 3.04 | Road D (0.50+22.50) | 23 | Cubic metre | |
| 13 | 3.05 | Road E (1.05+45) | 46.05 | Cubic metre | |
| 14 | 3.06 | Road F (0.50+22.50) | 23 | Cubic metre | |
| 15 | 4 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density and complete as per clause 401 in accordance with standard specifications for grading-III as per MORTH Vth Rev., 111, 112, 401 & 900. | |||
| 16 | 4.01 | Road A | 276.52 | Cubic metre | |
| 17 | 4.02 | Road B | 243.58 | Cubic metre | |
| 18 | 4.03 | Road C | 200.88 | Cubic metre | |
| 19 | 5 | 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 carriage of mixed material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 406 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 406 & 900 | |||
| 20 | 5.01 | Road A (691.34+4.20+112.50) | 808.04 | Cubic metre | |
| 21 | 5.02 | Road B (693.34+2.48+84.38) | 780.2 | Cubic metre | |
| 22 | 5.03 | Road C (794.73+114.98) | 909.71 | Cubic metre | |
| 23 | 5.04 | Road D (0.83+37.50) | 38.33 | Cubic metre | |
| 24 | 5.05 | Road E (1.75+75) | 76.75 | Cubic metre | |
| 25 | 5.06 | Road F (0.83+37.50) | 38.33 | Cubic metre | |
| 26 | 6 | Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 502 & 900 | |||
| 27 | 6.01 | Road A (2765.35+16.80) | 2782.15 | Square metre | |
| 28 | 6.02 | Road B (2998.32+9.90) | 3008.22 | Square metre | |
| 29 | 6.03 | Road C (3471.43+9.90) | 3481.33 | Square metre | |
| 30 | 6.04 | Road D | 3.3 | Square metre | |
| 31 | 6.05 | Road E | 7 | Square metre | |
| 32 | 6.06 | Road F | 3.3 | Square metre | |
| 33 | 7 | Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 503 & 900 | |||
| 34 | 7.01 | Road A (2765.35+16.80) | 2782.15 | Square metre | |
| 35 | 7.02 | Road B (2998.32+9.90) | 3008.22 | Square metre | |
| 36 | 7.03 | Road C (3471.43+9.90) | 3481.33 | Square metre | |
| 37 | 7.04 | Road D | 3.3 | Square metre | |
| 38 | 7.05 | Road E | 7 | Square metre | |
| 39 | 7.06 | Road F | 3.3 | Square metre | |
| 40 | 8 | Advance BT patch work to an average thickness of 50mm using 45mm IRC size HBG metals with 44kg of (VG10) 80/100 grade bulk bitumen per 1 cum metals including premixing, laying over the existing BT surface and compaction including all labour and other incidental charges etc., completed as per clause 3004-2 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501 & 900. | |||
| 41 | 8.01 | Road A | 21.44 | Cubic metre | |
| 42 | 8.02 | Road B | 22.78 | Cubic metre | |
| 43 | 8.03 | Road C | 17.53 | Cubic metre | |
| 44 | 9 | Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 503 & 900 | |||
| 45 | 9.01 | Road A | 5925.75 | Square metre | |
| 46 | 9.02 | Road B | 4657.12 | Square metre | |
| 47 | 9.03 | Road C | 2842.35 | Square metre | |
| 48 | 9.04 | Road D | 75 | Square metre | |
| 49 | 9.05 | Road E | 300 | Square metre | |
| 50 | 9.06 | Road F | 75 | Square metre | |
| 51 | 10 | Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade-30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 and in accordance with standard specifications for Grading II as per MORTH Vth Rev. 111, 112, 504 & 900 | |||
| 52 | 10.01 | Road A | 435.7 | Cubic metre | |
| 53 | 10.02 | Road B | 383.26 | Cubic metre | |
| 54 | 10.03 | Road C | 316.17 | Cubic metre | |
| 55 | 10.04 | Road D | 3.92 | Cubic metre | |
| 56 | 10.05 | Road E | 15.35 | Cubic metre | |
| 57 | 10.06 | Road F | 3.92 | Cubic metre | |
| 58 | 11 | Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG30) at percentage specified by job mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandam rollers to achieve the desired compaction as per MORTH specification clause No. 501-6, 501-7 & 507 and complete in all respects and in accordance with standard specifications MORTH Vth Rev. 111, 112, 507 & 900 Grading -II | |||
| 59 | 11.01 | Road A | 261.43 | Cubic metre | |
| 60 | 11.02 | Road B | 229.96 | Cubic metre | |
| 61 | 11.03 | Road C | 189.71 | Cubic metre | |
| 62 | 11.04 | Road D | 2.35 | Cubic metre | |
| 63 | 11.05 | Road E | 9.21 | Cubic metre | |
| 64 | 11.06 | Road F | 2.35 | Cubic metre | |
| 65 | 12 | Refilling of berms on both sides of carriageway by using exess box cut earth available at site with consolidation by power roller compaction and in accordance with the specifications and the lines and cross sections shown in the drawings or as indicated by the engineer as per MORTH. | |||
| 66 | 12.01 | Road A | 1287 | Cubic metre | |
| 67 | 12.02 | Road B | 1123.66 | Cubic metre | |
| 68 | 12.03 | Road C | 858 | Cubic metre | |
| 69 | 13 | Collection and supply of Carted Earth including cost and conveyance to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for low berms in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 408 & 900 | |||
| 70 | 13.01 | Road A(315+720+20.06) | 1055.06 | Cubic metre | |
| 71 | 13.02 | Road B(275+594+18.75) | 887.75 | Cubic metre | |
| 72 | 13.03 | Road C (226+888) | 1114 | Cubic metre | |
| 73 | 13.04 | Road D | 360 | Cubic metre | |
| 74 | 13.05 | Road E | 480 | Cubic metre | |
| 75 | 13.06 | Road F | 336 | Cubic metre | |
| 76 | 14 | Providing RCC M15 grade Precast KM stone of standard design as per IRC8-1980 and fixing in position in pedetal including painting,printing etc ., complete (as per MORT & H specification NO.804) | |||
| 77 | 14.01 | Road A | 2 | Numbers | |
| 78 | 14.02 | Road B | 2 | Numbers | |
| 79 | 14.03 | Road C | 1 | Numbers | |
| 80 | 15 | Providing RCC M15 grade Precast HM stone of standard design as per IRC8-1980 and fixing in position in pedetal including painting,printing etc ., complete (as per MORT & H specification NO.804) | |||
| 81 | 15.01 | Road A | 7 | Numbers | |
| 82 | 15.02 | Road B | 5 | Numbers | |
| 83 | 15.03 | Road C | 5 | Numbers | |
| 84 | 15.04 | CULVERTS | |||
| 85 | 16 | Dismantling Culverts,bridges and other structures\nDismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.\na) Dismantling brick masonry/ stone masonry\n\nMORTH 111 112 202 | |||
| 86 | 16.01 | Road A | 97.6 | Cubic metre | |
| 87 | 16.02 | Road B | 61.32 | Cubic metre | |
| 88 | 16.03 | Road C | 53.72 | Cubic metre | |
| 89 | 16.04 | Road D | 20.44 | Cubic metre | |
| 90 | 16.05 | Road E | 24.4 | Cubic metre | |
| 91 | 16.06 | Road F | 18.62 | Cubic metre | |
| 92 | 17 | Dismantling Culverts,bridges and other structures\nDismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.\nb) Dismantling RCC\nMORTH 111 112 202 | |||
| 93 | 17.01 | Road F | 7 | Cubic metre | |
| 94 | 18 | Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 for FOUNDATION of culverts | |||
| 95 | 18.01 | Road A | 199.44 | Cubic metre | |
| 96 | 18.02 | Road B | 149.58 | Cubic metre | |
| 97 | 18.03 | Road C | 230.04 | Cubic metre | |
| 98 | 18.04 | Road D | 114.12 | Cubic metre | |
| 99 | 18.05 | Road E | 77.06 | Cubic metre | |
| 100 | 18.06 | Road F | 114.12 | Cubic metre | |
| 101 | 19 | Vibrated Cement Concrete M 15 grade (Nominal mix) using 40mm ISS size hard broken granite metal with M-Sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for Base Course for Box culvert as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 | |||
| 102 | 19.01 | Road A | 25.81 | Cubic metre | |
| 103 | 19.02 | Road B | 19.36 | Cubic metre | |
| 104 | 19.03 | Road C | 27.71 | Cubic metre | |
| 105 | 19.04 | Road D | 13.18 | Cubic metre | |
| 106 | 19.05 | Road E | 9.32 | Cubic metre | |
| 107 | 19.06 | Road F | 13.18 | Cubic metre | |
| 108 | 20 | Vibrated Cement Concrete M 20 Nominal mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for Box Culvert Below Sill level as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 | |||
| 109 | 20.01 | Road A | 20.48 | Cubic metre | |
| 110 | 20.02 | Road B | 15.36 | Cubic metre | |
| 111 | 20.03 | Road C | 17.76 | Cubic metre | |
| 112 | 20.04 | Road D | 7.52 | Cubic metre | |
| 113 | 20.05 | Road E | 7.28 | Cubic metre | |
| 114 | 20.06 | Road F | 7.52 | Cubic metre | |
| 115 | 21 | Vibrated reinforced cement concrete design mix M25 grade using 20mm & 12 mm ISS size HBG graded metal crushed stone with M-Sand including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing including all incidental charges etc., complete - MORTH Vth Rev., 1000, 1500, 1600, 1700, 2200, 2300 & 900 for Box culvert | |||
| 116 | 21.01 | Road A | 112.1 | Cubic metre | |
| 117 | 21.02 | Road B | 84.1 | Cubic metre | |
| 118 | 21.03 | Road C | 151.2 | Cubic metre | |
| 119 | 21.04 | Road D | 85.4 | Cubic metre | |
| 120 | 21.05 | Road E | 50.7 | Cubic metre | |
| 121 | 21.06 | Road F | 85.4 | Cubic metre | |
| 122 | 22 | Vibrated Cement Concrete M 20 Nominal mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for wing wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 | |||
| 123 | 22.01 | Road A | 64.06 | Cubic metre | |
| 124 | 22.02 | Road B | 48.04 | Cubic metre | |
| 125 | 22.03 | Road C | 55.99 | Cubic metre | |
| 126 | 22.04 | Road D | 23.96 | Cubic metre | |
| 127 | 22.05 | Road E | 27.57 | Cubic metre | |
| 128 | 22.06 | Road F | 23.96 | Cubic metre | |
| 129 | 23 | Supply and fabrication of (HYSD) required for all RCC items of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, positioning and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification. - MORTH Vth Rev., 1000, 1500, 1600 & 900 | |||
| 130 | 23.01 | Road A | 8.48 | Metric Tonne | |
| 131 | 23.02 | Road B | 6.36 | Metric Tonne | |
| 132 | 23.03 | Road C | 11.09 | Metric Tonne | |
| 133 | 23.04 | Road D | 6.13 | Metric Tonne | |
| 134 | 23.05 | Road E | 3 | Metric Tonne | |
| 135 | 23.06 | Road F | 6.13 | Metric Tonne | |
| 136 | 24 | Vibrated cement concrete M30 (Design mix) using 25mm, 12mm and 6mm ISS sized hard granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, including all incidental charges etc., complete for - MORTH Vth Rev., 1000, 1500, 1700, 2702, 2704 & 900 WEARING COAT 75MM uniform thickness | |||
| 137 | 24.01 | Road A | 76.44 | Square metre | |
| 138 | 24.02 | Road B | 57.33 | Square metre | |
| 139 | 24.03 | Road C | 103.07 | Square metre | |
| 140 | 24.04 | Road D | 56.45 | Square metre | |
| 141 | 24.05 | Road E | 28.86 | Square metre | |
| 142 | 24.06 | Road F | 56.45 | Square metre | |
| 143 | 25 | Vibrated reinforced cement concrete M40 (Design mix) using crushed ISS, hard broken granite graded metal 20mm and below including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering labour charges for laying, compacting curing, including all incidental charges etc., complete - MORTH Vth Rev., 1000, 1500, 1600, 1700, 2200, 2300 & 900 for CRASH BARRIER. | |||
| 144 | 25.01 | Road C | 10.1 | Running metre | |
| 145 | 25.02 | Road D | 10.1 | Running metre | |
| 146 | 25.03 | Road F | 10.1 | Running metre | |
| 147 | 26 | Quarry Dust Filling around the pipes in between the body wall including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete. MORTH Vth Rev., 2907 For Pipe Culvert | |||
| 148 | 26.01 | Road A | 21.29 | Cubic metre | |
| 149 | 26.02 | Road B | 15.97 | Cubic metre | |
| 150 | 26.03 | Road C | 22.83 | Cubic metre | |
| 151 | 26.04 | Road D | 12.18 | Cubic metre | |
| 152 | 26.05 | Road E | 19.79 | Cubic metre | |
| 153 | 26.06 | Road F | 12.18 | Cubic metre | |
| 154 | 27 | Collection and supply of Gravel including cost and conveyance to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for Approach Road and Diversion Road in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 408 & 900 | |||
| 155 | 27.01 | Road A | 180 | Cubic metre | |
| 156 | 27.02 | Road B | 135 | Cubic metre | |
| 157 | 27.03 | Road C | 165 | Cubic metre | |
| 158 | 27.04 | Road D | 45 | Cubic metre | |
| 159 | 27.05 | Road E | 120 | Cubic metre | |
| 160 | 27.06 | Road F | 37.5 | Cubic metre | |
| 161 | 28 | Supply of 1000mm dia RCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 1000, 2900 & 900 | |||
| 162 | 28.01 | Road A | 40 | Running metre | |
| 163 | 28.02 | Road B | 30 | Running metre | |
| 164 | 28.03 | Road C | 30 | Running metre | |
| 165 | 28.04 | Road D | 10 | Running metre | |
| 166 | 28.05 | Road E | 10 | Running metre | |
| 167 | 28.06 | Road F | 10 | Running metre | |
| 168 | 29 | Laying and fixing of 1000mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes in position and packing the joints and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 2905, 2906 & 900 | |||
| 169 | 29.01 | Road A | 40 | Running metre | |
| 170 | 29.02 | Road B | 30 | Running metre | |
| 171 | 29.03 | Road C | 30 | Running metre | |
| 172 | 29.04 | Road D | 10 | Running metre | |
| 173 | 29.05 | Road E | 10 | Running metre | |
| 174 | 29.06 | Road F | 10 | Running metre | |
| 175 | 29.07 | RETAINING WALL | |||
| 176 | 30 | Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 for FOUNDATION Retaining wall | |||
| 177 | 30.01 | Road A | 214 | Cubic metre | |
| 178 | 30.02 | Road B | 200 | Cubic metre | |
| 179 | 31 | Vibrated Cement Concrete of grade M15 using 40mm ISS size HBG graded metal using with M-Sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for LEVELLING COURSE for Retaining wall. as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 | |||
| 180 | 31.01 | Road A | 32.1 | Cubic metre | |
| 181 | 31.02 | Road B | 30 | Cubic metre | |
| 182 | 32 | Vibrated Cement Concrete of grade M20 using 40mm ISS size HBG graded metal using with M-Sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for Retaining wall Below Sill level. as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 | |||
| 183 | 32.01 | Road A | 102.32 | Cubic metre | |
| 184 | 32.02 | Road B | 95.63 | Cubic metre | |
| 185 | 33 | Vibrated Cement Concrete of grade M20 using 40mm ISS size HBG graded metal with M-Sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for Retaining wall Above Sill level. as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 | |||
| 186 | 33.01 | Road A | 143.72 | Cubic metre | |
| 187 | 33.02 | Road B | 134.26 | Cubic metre | |
| 188 | 34 | Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and labour for semi-spherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification. -MORTH Vth Rev., 2700, 2706, 2707 & 900 Minor Bridge, Box Culvert and RCC Retaining wall | |||
| 189 | 34.01 | Road A | 107 | Running Metre | |
| 190 | 34.02 | Road B | 100 | Running Metre | |
| 191 | 35 | Refilling with available Excavated Earth for filling in layers, not exceeding limits including watering, tamping including all labour charges and incidental charges etc., complete and in accordance with standard specifications as per MORTH Vth Rev., 305 & 2907 between Retaining wall and road | |||
| 192 | 35.01 | Road A | 71.33 | Cubic metre | |
| 193 | 35.02 | Road B | 66.67 | Cubic metre | |
| 194 | 35.03 | Upkeeping Component | |||
| 195 | 36 | Collection and supply of Carted Earth including cost and conveyance to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for low berms in accordance with standard specifications. | |||
| 196 | 36.01 | Second Year | |||
| 197 | 36.02 | Road A | 96 | Cubic metre | |
| 198 | 36.03 | Road B | 96 | Cubic metre | |
| 199 | 36.04 | Road C | 72 | Cubic metre | |
| 200 | 36.05 | Third Year | |||
| 201 | 36.06 | Road A | 96 | Cubic metre | |
| 202 | 36.07 | Road B | 96 | Cubic metre | |
| 203 | 36.08 | Road C | 72 | Cubic metre | |
| 204 | 36.09 | Fourth Year | |||
| 205 | 36.1 | Road A | 96 | Cubic metre | |
| 206 | 36.11 | Road B | 96 | Cubic metre | |
| 207 | 36.12 | Road C | 72 | Cubic metre | |
| 208 | 36.13 | Fifth Year | |||
| 209 | 36.14 | Road A | 96 | Cubic metre | |
| 210 | 36.15 | Road B | 96 | Cubic metre | |
| 211 | 36.16 | Road C | 72 | Cubic metre | |
| 212 | 37 | Clearing the Light jungles including weeding out shrubs bushes, vegetables, growth etc,as per spcifications and directions of Engineer in charge | |||
| 213 | 37.01 | First Year | |||
| 214 | 37.02 | Road A | 7680 | Square metre | |
| 215 | 37.03 | Road B | 6720 | Square metre | |
| 216 | 37.04 | Road C | 5760 | Square metre | |
| 217 | 37.05 | Second Year | |||
| 218 | 37.06 | Road A | 7680 | Square metre | |
| 219 | 37.07 | Road B | 6720 | Square metre | |
| 220 | 37.08 | Road C | 5760 | Square metre | |
| 221 | 37.09 | Third Year | |||
| 222 | 37.1 | Road A | 7680 | Square metre | |
| 223 | 37.11 | Road B | 6720 | Square metre | |
| 224 | 37.12 | Road C | 5760 | Square metre | |
| 225 | 37.13 | Fourth Year | |||
| 226 | 37.14 | Road A | 7680 | Square metre | |
| 227 | 37.15 | Road B | 6720 | Square metre | |
| 228 | 37.16 | Road C | 5760 | Square metre | |
| 229 | 37.17 | Fifth Year | |||
| 230 | 37.18 | Road A | 7680 | Suuare metre | |
| 231 | 37.19 | Road B | 6720 | Suuare metre | |
| 232 | 37.2 | Road C | 5760 | Square metre | |
| 233 | 38 | Provision for engaging JCB for Clearing the vent way of CD works, and minor Bridges, clearing storm water drains and removing debris along roadside during urgent periods. | |||
| 234 | 38.01 | First Year | |||
| 235 | 38.02 | Road A | 26 | Hour | |
| 236 | 38.03 | Road B | 14 | Hour | |
| 237 | 38.04 | Road C | 10 | Hour | |
| 238 | 38.05 | Second Year | |||
| 239 | 38.06 | Road A | 26 | Hour | |
| 240 | 38.07 | Road B | 14 | Hour | |
| 241 | 38.08 | Road C | 10 | Hour | |
| 242 | 38.09 | Road D | 4 | Hour | |
| 243 | 38.1 | Road E | 4 | Hour | |
| 244 | 38.11 | Road F | 4 | Hour | |
| 245 | 38.12 | Third Year | |||
| 246 | 38.13 | Road A | 26 | Hour | |
| 247 | 38.14 | Road B | 14 | Hour | |
| 248 | 38.15 | Road C | 10 | Hour | |
| 249 | 38.16 | Road D | 4 | Hour | |
| 250 | 38.17 | Road E | 4 | Hour | |
| 251 | 38.18 | Road F | 4 | Hour | |
| 252 | 38.19 | Fourth Year | |||
| 253 | 38.2 | Road A | 26 | Hour | |
| 254 | 38.21 | Road B | 14 | Hour | |
| 255 | 38.22 | Road C | 10 | Hour | |
| 256 | 38.23 | Road D | 4 | Hour | |
| 257 | 38.24 | Road E | 4 | Hour | |
| 258 | 38.25 | Road F | 4 | Hour | |
| 259 | 38.26 | Fifth Year | |||
| 260 | 38.27 | Road A | 26 | Hour | |
| 261 | 38.28 | Road B | 14 | Hour | |
| 262 | 38.29 | Road C | 10 | Hour | |
| 263 | 38.3 | Road D | 4 | Hour | |
| 264 | 38.31 | Road E | 4 | Hour | |
| 265 | 38.32 | Road F | 4 | Hour | |
| 266 | 39 | Painting with Plastic Enamel paint over the existing boundary stones, Guide stones, Parapets of Culverts, Tree number back ground, cautionary board and Sign board etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 267 | 39.01 | First Year | |||
| 268 | 39.02 | Road A | 10.04 | Square metre | |
| 269 | 39.03 | Road B | 5.81 | Square metre | |
| 270 | 39.04 | Road C | 5.09 | Square metre | |
| 271 | 39.05 | Road D | 0.72 | Square metre | |
| 272 | 39.06 | Road E | 0.72 | Square metre | |
| 273 | 39.07 | Road F | 0.72 | Square metre | |
| 274 | 39.08 | Second Year | |||
| 275 | 39.09 | Road A | 14.73 | Square metre | |
| 276 | 39.1 | Road B | 10.5 | Square metre | |
| 277 | 39.11 | Road C | 7.25 | Square metre | |
| 278 | 39.12 | Road D | 0.72 | Square metre | |
| 279 | 39.13 | Road E | 0.72 | Square metre | |
| 280 | 39.14 | Road F | 0.72 | Square metre | |
| 281 | 39.15 | Third Year | |||
| 282 | 39.16 | Road A | 14.73 | Square metre | |
| 283 | 39.17 | Road B | 10.5 | Square metre | |
| 284 | 39.18 | Road C | 7.25 | Square metre | |
| 285 | 39.19 | Road D | 0.72 | Square metre | |
| 286 | 39.2 | Road E | 0.72 | Square metre | |
| 287 | 39.21 | Road F | 0.72 | Square metre | |
| 288 | 39.22 | Fourth Year | |||
| 289 | 39.23 | Road A | 14.73 | Suare metre | |
| 290 | 39.24 | Road B | 10.5 | Suare metre | |
| 291 | 39.25 | Road C | 7.25 | Square metre | |
| 292 | 39.26 | Road D | 0.72 | Suare metre | |
| 293 | 39.27 | Road E | 0.72 | Suare metre | |
| 294 | 39.28 | Road F | 0.72 | Suare metre | |
| 295 | 39.29 | Fifth Year | |||
| 296 | 39.3 | Road A | 14.73 | Square metre | |
| 297 | 39.31 | Road B | 10.5 | Square metre | |
| 298 | 39.32 | Road C | 7.25 | Square metre | |
| 299 | 39.33 | Road D | 0.72 | Square metre | |
| 300 | 39.34 | Road E | 0.72 | Square metre | |
| 301 | 39.35 | Road F | 0.72 | Square metre | |
| 302 | 40 | White washing two coat with White cem over the Centre medians, Tree banding, etc., including cost of all materials and labour charges, etc., including all other incidental charges as directed by departmental officers.\n | |||
| 303 | 40.01 | First Year | |||
| 304 | 40.02 | Road A | 386.28 | Square metre | |
| 305 | 40.03 | Road B | 230.2 | Square metre | |
| 306 | 40.04 | Road C | 218.62 | Square metre | |
| 307 | 40.05 | Road D | 49.31 | Square metre | |
| 308 | 40.06 | Road E | 33.64 | Square metre | |
| 309 | 40.07 | Road F | 49.31 | Square metre | |
| 310 | 40.08 | Second Year | |||
| 311 | 40.09 | Road A | 386.28 | Square metre | |
| 312 | 40.1 | Road B | 230.2 | Square metre | |
| 313 | 40.11 | Road C | 218.62 | Square metre | |
| 314 | 40.12 | Road D | 49.31 | Square metre | |
| 315 | 40.13 | Road E | 33.64 | Square metre | |
| 316 | 40.14 | Road F | 49.31 | Square metre | |
| 317 | 40.15 | Third Year | |||
| 318 | 40.16 | Road A | 386.28 | Square metre | |
| 319 | 40.17 | Road B | 230.2 | Square metre | |
| 320 | 40.18 | Road C | 218.62 | Square metre | |
| 321 | 40.19 | Road D | 49.31 | Square metre | |
| 322 | 40.2 | Road E | 33.64 | Square metre | |
| 323 | 40.21 | Road F | 49.31 | Square metre | |
| 324 | 40.22 | Fourth Year | |||
| 325 | 40.23 | Road A | 386.28 | Square metre | |
| 326 | 40.24 | Road B | 230.2 | Square metre | |
| 327 | 40.25 | Road C | 218.62 | Square metre | |
| 328 | 40.26 | Road D | 49.31 | Square metre | |
| 329 | 40.27 | Road E | 33.64 | Square metre | |
| 330 | 40.28 | Road F | 49.31 | Square metre | |
| 331 | 40.29 | Fifth Year | |||
| 332 | 40.3 | Road A | 386.28 | Square metre | |
| 333 | 40.31 | Road B | 230.2 | Square metre | |
| 334 | 40.32 | Road C | 218.62 | Square metre | |
| 335 | 40.33 | Road D | 49.31 | Square metre | |
| 336 | 40.34 | Road E | 33.64 | Square metre | |
| 337 | 40.35 | Road F | 49.31 | Square metre | |
| 338 | 41 | Painting two coat ( Black banding) with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including all other incidental charges as directed by departmental officers.\nBlack banding | |||
| 339 | 41.01 | First Year | |||
| 340 | 41.02 | Road A | 18.15 | Square metre | |
| 341 | 41.03 | Road B | 20.6 | Square metre | |
| 342 | 41.04 | Road C | 20.6 | Square metre | |
| 343 | 41.05 | Second Year | |||
| 344 | 41.06 | Road A | 18.15 | Square metre | |
| 345 | 41.07 | Road B | 20.6 | Square metre | |
| 346 | 41.08 | Road C | 20.6 | Square metre | |
| 347 | 41.09 | Third Year | |||
| 348 | 41.1 | Road A | 18.15 | Square metre | |
| 349 | 41.11 | Road B | 20.6 | Square metre | |
| 350 | 41.12 | Road C | 20.6 | Square metre | |
| 351 | 41.13 | Fourth Year | |||
| 352 | 41.14 | Road A | 18.15 | Square metre | |
| 353 | 41.15 | Road B | 20.6 | Square metre | |
| 354 | 41.16 | Road C | 20.6 | Square metre | |
| 355 | 41.17 | Fifth Year | |||
| 356 | 41.18 | Road A | 18.15 | Square metre | |
| 357 | 41.19 | Road B | 20.6 | Square metre | |
| 358 | 41.2 | Road C | 20.6 | Square metre | |
| 359 | 42 | Letterings in Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer.\nLettering 5 to 10cm | |||
| 360 | 42.01 | First Year | |||
| 361 | 42.02 | Road A | 1122 | Numbers | |
| 362 | 42.03 | Road B | 622 | Numbers | |
| 363 | 42.04 | Road C | 538 | Numbers | |
| 364 | 42.05 | Road D | 84 | Numbers | |
| 365 | 42.06 | Road E | 84 | Numbers | |
| 366 | 42.07 | Road F | 84 | Numbers | |
| 367 | 42.08 | Second Year | |||
| 368 | 42.09 | Road A | 1210 | Numbers | |
| 369 | 42.1 | Road B | 710 | Numbers | |
| 370 | 42.11 | Road C | 504 | Numbers | |
| 371 | 42.12 | Road D | 84 | Numbers | |
| 372 | 42.13 | Road E | 84 | Numbers | |
| 373 | 42.14 | Road F | 84 | Numbers | |
| 374 | 42.15 | Third Year | |||
| 375 | 42.16 | Road A | 1210 | Numbers | |
| 376 | 42.17 | Road B | 710 | Numbers | |
| 377 | 42.18 | Road C | 504 | Numbers | |
| 378 | 42.19 | Road D | 84 | Numbers | |
| 379 | 42.2 | Road E | 84 | Numbers | |
| 380 | 42.21 | Road F | 84 | Numbers | |
| 381 | 42.22 | Fourth Year | |||
| 382 | 42.23 | Road A | 1210 | Numbers | |
| 383 | 42.24 | Road B | 710 | Numbers | |
| 384 | 42.25 | Road C | 504 | Numbers | |
| 385 | 42.26 | Road D | 84 | Numbers | |
| 386 | 42.27 | Road E | 84 | Numbers | |
| 387 | 42.28 | Road F | 84 | Numbers | |
| 388 | 42.29 | Fivth Year | |||
| 389 | 42.3 | Road A | 1210 | Numbers | |
| 390 | 42.31 | Road B | 710 | Numbers | |
| 391 | 42.32 | Road C | 504 | Numbers | |
| 392 | 42.33 | Road D | 84 | Numbers | |
| 393 | 42.34 | Road E | 84 | Numbers | |
| 394 | 42.35 | Road F | 84 | Numbers | |
| 395 | 43 | Letterings in Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer.\nLettering 10 to 15 cm | |||
| 396 | 43.01 | First Year | |||
| 397 | 43.02 | Road A | 104 | Numbers | |
| 398 | 43.03 | Road B | 56 | Numbers | |
| 399 | 43.04 | Road C | 48 | Numbers | |
| 400 | 43.05 | Road D | 8 | Numbers | |
| 401 | 43.06 | Road E | 8 | Numbers | |
| 402 | 43.07 | Road F | 8 | Numbers | |
| 403 | 43.08 | Second Year | |||
| 404 | 43.09 | Road A | 130 | Numbers | |
| 405 | 43.1 | Road B | 82 | Numbers | |
| 406 | 43.11 | Road C | 56 | Numbers | |
| 407 | 43.12 | Road D | 8 | Numbers | |
| 408 | 43.13 | Road E | 8 | Numbers | |
| 409 | 43.14 | Road F | 8 | Numbers | |
| 410 | 43.15 | Third Year | |||
| 411 | 43.16 | Road A | 130 | Numbers | |
| 412 | 43.17 | Road B | 82 | Numbers | |
| 413 | 43.18 | Road C | 56 | Numbers | |
| 414 | 43.19 | Road D | 8 | Numbers | |
| 415 | 43.2 | Road E | 8 | Numbers | |
| 416 | 43.21 | Road F | 8 | Numbers | |
| 417 | 43.22 | Fourth Year | |||
| 418 | 43.23 | Road A | 130 | Numbers | |
| 419 | 43.24 | Road B | 82 | Numbers | |
| 420 | 43.25 | Road C | 56 | Numbers | |
| 421 | 43.26 | Road D | 8 | Numbers | |
| 422 | 43.27 | Road E | 8 | Numbers | |
| 423 | 43.28 | Road F | 8 | Numbers | |
| 424 | 43.29 | Fifth Year | |||
| 425 | 43.3 | Road A | 130 | Numbers | |
| 426 | 43.31 | Road B | 82 | Numbers | |
| 427 | 43.32 | Road C | 56 | Numbers | |
| 428 | 43.33 | Road D | 8 | Numbers | |
| 429 | 43.34 | Road E | 8 | Numbers | |
| 430 | 43.35 | Road F | 8 | Numbers | |
| 431 | 44 | Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over bituminous surfaces | |||
| 432 | 44.01 | Fourth Year | |||
| 433 | 44.02 | Road A | 264 | Square metre | |
| 434 | 44.03 | Road B | 231 | Square metre | |
| 435 | 44.04 | Road C | 198 | Square metre | |
| 436 | 44.05 | Fifth Year | |||
| 437 | 44.06 | Road A | 440 | Square metre | |
| 438 | 44.07 | Road B | 385 | Square metre | |
| 439 | 44.08 | Road C | 330 | Square metre | |
| 440 | 45 | Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II | |||
| 441 | 45.01 | Fourth Year | |||
| 442 | 45.02 | Road A | 7.92 | Cubic metre | |
| 443 | 45.03 | Road B | 6.93 | Cubic metre | |
| 444 | 45.04 | Road C | 5.94 | Cubic metre | |
| 445 | 45.05 | Fifth Year | |||
| 446 | 45.06 | Road A | 13.2 | Cubic metre | |
| 447 | 45.07 | Road B | 11.55 | Cubic metre | |
| 448 | 45.08 | Road C | 9.9 | Cubic metre | |
| 449 | 90 | Calculation of SubTotal, GST and Total Amount carried out by system automatically | |||
| 450 | 90.1 | Basic cost of value put to tender as per estimate | 1 | (A) | |
| 451 | 90.2 | Add GST at 12% | 1 | (B) | |
| 452 | 90.3 | Total Value put to Tender | 1 | (A+B) | |
| 453 | 90.4 | Negotiated Percentage | 1 | (D) | |
| 454 | 90.5 | Final Negotiated Value | 1 | (E) | |
| 455 | 90.6 | Add GST at 12% of Final Negotiated Value | 1 | (F) | |
| 456 | 90.7 | Total Value of Contract Including 12% of GST | 1 | (E+F) |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
