Kerala State Transport Project-KSTP has published Rehabilitation And Up Gradation Of Nenmara - Nelliyampathy Road ( Length Of 30 . 470 Km ) In Palakkad District. Submission Date for this Tender is 02-08-2021. Road Work Tenders in Nenmara Kerala. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 09-Jul-2021 | Prebid meeting Link | Other | 02-08-2021 |
| Name of Work: Rehabilitation and Up gradation of Nenmara - Nelliyampathy Road (Length of 30.470 Km) in Palakkad District | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Bill No : 1 SITE CLEARANCE AND DISMANTLING | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned including removal and disposal of top organic soil not exceeding 150 mm thickness with all lead & Lift , all complete as per Technical Specification Clause 201. | BI01010001010000000000000515BI0100001113 | 6.67 | Ha |
| 3 | 1.02 | 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 - By Mechanical Means as per MoRTH Specifications Clause 202 | BI01010001010000000000000515BI0100001114 | ||
| 4 | 1.021 | Plain Cement Concrete | BI01010001010000000000000515BI0100001115 | 32.32 | Cum |
| 5 | 1.022 | Reinforced Cement Concrete | BI01010001010000000000000515BI0100001116 | 1188.28 | Cum |
| 6 | 1.023 | Dismantling RCC work of Culverts | BI01010001010000000000000515BI0100001117 | 128.48 | Cum |
| 7 | 1.024 | Dismantling RCC work of Bridges | BI01010001010000000000000515BI0100001118 | 257.86 | Cum |
| 8 | 1.03 | Dismantling of flexible pavements / Non bituminous base/sub-base courses and disposal of dismantled materials with all lead and lift, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means as per MoRTH Specifications Clause 202 | BI01010001010000000000000515BI0100001119 | ||
| 9 | 1.031 | Pavement Bituminous courses | BI01010001010000000000000515BI0100001120 | 1986.86 | Cum |
| 10 | 1.04 | Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. | BI01010001010000000000000515BI0100001121 | 16 | Rm |
| 11 | 1.05 | Removal of stumps and roots of girth above 300mm and back filling to required compactionwith all lead & lift ,all complete as per Technical Specification Clause 201 and 305. | BI01010001010000000000000515BI0100001122 | ||
| 12 | 1.051 | Girth from 600 mm to 900 mm | BI01010001010000000000000515BI0100001123 | 76 | Nos. |
| 13 | 1.052 | Girth from 900 mm to 1800 mm | BI01010001010000000000000515BI0100001124 | 467 | Nos. |
| 14 | 1.053 | Girth above 1800 mm | BI01010001010000000000000515BI0100001125 | 207 | Nos. |
| 15 | 2 | Bill No. 2 EARTH WORK | BI01010001010000000000000515BI0100001126 | ||
| 16 | 2.01 | Excavation for roadwork in all type of soil with hydraulic excavator of 0.9 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 within all lifts and lead all complete as per Technical Specification Clause 301. | BI01010001010000000000000515BI0100001127 | ||
| 17 | 2.011 | Excavation in all types of soils | BI01010001010000000000000515BI0100001128 | 12374.6 | Cum |
| 18 | 2.02 | 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 Table 300-2 and as per drawings and MoRTH Specifications Clause 305 | BI01010001010000000000000515BI0100001129 | 3941.12 | Cum |
| 19 | 2.03 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 and as per drawings and MoRTH Specifications Clause 305 & 408 | BI01010001010000000000000515BI0100001130 | 12611.6 | Cum |
| 20 | 2.04 | Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for Compacting original ground supporting sub-grade construction and as per MoRTH Specifications Clause 305 | BI01010001010000000000000515BI0100001131 | 24771.3 | Cum |
| 21 | 3 | Bill No. 3 GRANULAR SUB-BASE AND BASE COURSES | BI01010001010000000000000515BI0100001132 | ||
| 22 | 3.01 | Construction of granular sub-base by providing close graded material conforming to grading-V of table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of Technical Specifcations. | BI01010001010000000000000515BI0100001133 | 23760.9 | Cum |
| 23 | 3.02 | 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 as per MoRTH Specification Clause 406. | BI01010001010000000000000515BI0100001134 | 5642.81 | Cum |
| 24 | 4 | Bill No. 4 BITUMINOUS COURSES | BI01010001010000000000000515BI0100001135 | ||
| 25 | 4.01 | Providing and applying primer coat with bitumen emulsion 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 all complete as per Clause 502.2 | BI01010001010000000000000515BI0100001136 | 34669.5 | Sqm |
| 26 | 4.02 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg/sqm on the prepared bituminous/granular surface cleaned with mechanical broom all complete as per Clause 503. | BI01010001010000000000000515BI0100001137 | 374041 | Sqm |
| 27 | 4.03 | Providing and laying dense bituminous macadam with 80-100 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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. 505 complete in all respects. \nGrading - I (37.5 mm Nominal Size) Note : The Binder content specified shall be minimum 4.0 % but will conform to requirement as per JMF. No additional cost shall be paid to the actual Binder Content as required in JMF. | BI01010001010000000000000515BI0100001138 | 11865.2 | Cum |
| 28 | 4.04 | Providing and laying Bituminous Concrete Grade II with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with Bituminous Binder minimum 5.4 % VG-30 grade, of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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..Note The Binder content specified shall be minimum 5.4% but will conform to requirement as per JMF. No additional cost shall be paid to the actual Binder Content as required in JMF | BI01010001010000000000000515BI0100001139 | 6107.79 | Cum |
| 29 | 5 | Bill No : 5 CULVERTS | BI01010001010000000000000515BI0100001140 | ||
| 30 | 5.01 | Earth work in excavation of foundation of structures including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material in all types of soil with all lifts and leads complete as per Drawings and Technical Specification Clause 304. | BI01010001010000000000000515BI0100001141 | 4349.6 | Cum |
| 31 | 5.02 | Back filling behind abutments, wing walls and return walls with selected granular material of approved quality complete as per Drawing and Technical Specifications Clause 305. | BI01010001010000000000000515BI0100001142 | 1287.54 | Cum |
| 32 | 5.03 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. | BI01010001010000000000000515BI0100001143 | 139.72 | Cum |
| 33 | 5.04 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and MoRTH Specifications Section 1000, 1500, 1700 & 2100 \nPCC Grade M15 | BI01010001010000000000000515BI0100001144 | 928.53 | Cum |
| 34 | 5.05 | Providing & Laying Reinforced Cement Concrete of M35 Grade in Open Foundation including formwork but excluding reinforcement complete as per Drawing and Technical Specification Sections 1000, 1500, 1700 and 2100. | BI01010001010000000000000515BI0100001145 | 84.71 | Cum |
| 35 | 5.06 | Providing & Laying Reinforced Cement Concrete of M35 Grade in Substructure including formwork but excluding reinforcement complete as per Drawing and Technical Specification Sections 1000,1500, 1700 and 2200. | BI01010001010000000000000515BI0100001146 | 66.74 | Cum |
| 36 | 5.07 | Furnishing and Placing RCC/PSC Grade M35 in solid slab super-structure as per Drawing and MoRTH Specifications Section 1000, 1500, 1700 & 2300. \n | BI01010001010000000000000515BI0100001147 | 106.82 | Cum |
| 37 | 5.08 | Supply, Fitting and Placing coated HYSD bar Reinforcement (Fe 500 D) complete as per Drawing and MoRTH Specifications Section 1000 and 1600.\nFoundation / Sub-structure / Superstructure | BI01010001010000000000000515BI0100001148 | 21.59 | MT |
| 38 | 5.09 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V : 20H towards draining face complete as per Drawing and MoRTH Specifications Clause 2706 | BI01010001010000000000000515BI0100001149 | 775 | Nos. |
| 39 | 5.1 | Provision of Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all complete as per drawing & Technical Specifications Clauses 809 & 811 and Sections 1000, 1500, 1600, 1700 and 2200. | BI01010001010000000000000515BI0100001150 | 426.2 | Rm |
| 40 | 5.11 | Providing and fixing in position drainage spouts using 100mm dia GI pipe ,complete as per drawings and Technical Specifications Clause 2705. | BI01010001010000000000000515BI0100001151 | 36 | Nos. |
| 41 | 5.12 | Providing and laying in position 65 mm thick wearing coat consisiting of 40 mm bituminous concrete over a 25mm thick layer of mastic asphalt over deck slab after applying prime coat complete as per drawings and MoRTH Specifications Sections 500 and 2700 | BI01010001010000000000000515BI0100001152 | 192.84 | Sqm |
| 42 | 5.13 | Plain/Reinforced Cement Concrete in head wall complete as per Drawing and MoRTH Specifications Section 1000, 1500, 1700 & 2100\nPCC Grade M20 | BI01010001010000000000000515BI0100001153 | 411.73 | Cum |
| 43 | 5.14 | Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm ( in traffic direction), covered with a closure plate of 200 mm x 6 mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking / backer rod, all as per approved Drawings and MoRTH Specifications Section 2600 | BI01010001010000000000000515BI0100001154 | 17.2 | Rm |
| 44 | 5.15 | Providing and fixing of lifting MS hook capacity of 150 kg as directed by the Engineer as per approved Drawings and MoRTH Specifications Section 1600 | BI01010001010000000000000515BI0100001155 | 24 | Nos. |
| 45 | 5.16 | Providing and fixing of Iron Step U shaped 20mm dia MS bar with capacity of 150 kg as per approved Drawings and as directed by Engineer | BI01010001010000000000000515BI0100001156 | 48 | Nos. |
| 46 | 5.17 | Providing, laying & jointing RCC NP4 pipe including testing complete as per Drawing & MoRTH Specifications Section 1000 and 2900.\n1200mm dia | BI01010001010000000000000515BI0100001157 | 261.58 | Rm |
| 47 | 5.18 | Sand Filling in Foundation Trenches as per Drawing & MoRTH Specifications Clause 1210 | BI01010001010000000000000515BI0100001158 | 195.86 | Cum |
| 48 | 5.19 | Cement Concrete Blocks (size 0.5 x 0.5 x 0.5m) \nProviding and laying of apron with Cement Concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade Cement Concrete with a minimum cement content of 250 kg/cum as per IRC:21, MoRTH Specifications Clause 2503 and Sections 1000 & 1700. | BI01010001010000000000000515BI0100001159 | 244 | Cum |
| 49 | 5.2 | Providing and laying filter media underneath Cement Concrete blocks of size 0.3x0.3x0.3 m cast in Cement Concrete block complete as per Drawing and MoRTH Specifications Clause 2504. | BI01010001010000000000000515BI0100001160 | 124 | Cum |
| 50 | 5.21 | Flexible Apron:Providing and laying of boulder apron on river bed for protection against scour with stone boulders as per Technical Specification Clause 2503.2 | BI01010001010000000000000515BI0100001161 | 538 | Cum |
| 51 | 5.22 | Providing and laying Pitching on slopes laid over prepared filter media including boulder Stone/Boulder apron laid dry in front of toe of embankment complete as per Drawing and MoRTH Specifications Clause 2504 | BI01010001010000000000000515BI0100001162 | 391.71 | Cum |
| 52 | 5.23 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and MoRTH Specifications Section 1000, 1500, 1700 & 2100. \nRCC Grade M30 - Using Batching Plant, Transit Mixer and Concrete Pump | BI01010001010000000000000515BI0100001163 | 299.9 | Cum |
| 53 | 5.24 | Plain/Reinforced Cement Concrete in sub-structure complete as per Drawing and MoRTH Specifications Section 1000, 1500, 1700 & 2200. \nRCC Grade M30 - Height upto 5m - using Batching Plant, Transit Mixer and Concrete Pump | BI01010001010000000000000515BI0100001164 | 353.3 | Cum |
| 54 | 5.25 | Providing and laying Filter material underneath pitching in slopes complete as per Drawing and MoRTH Specifications Clause 2504 | BI01010001010000000000000515BI0100001165 | 323.43 | Cum |
| 55 | 5.26 | Supply, Fitting and Placing coated HYSD bar Reinforcement (Fe 500 D) complete as per Drawing and MoRTH Specifications Section 1000 and 1600 | BI01010001010000000000000515BI0100001166 | ||
| 56 | 5.261 | a) Foundation | BI01010001010000000000000515BI0100001167 | 23.99 | MT |
| 57 | 5.262 | b) Sub-Structure | BI01010001010000000000000515BI0100001168 | 28.27 | MT |
| 58 | 5.27 | Painting of culvert No. and span arrangement with synthetic enamel complete as per Drawing and MoRTH Specifications Clause 803 | BI01010001010000000000000515BI0100001169 | 147 | Nos. |
| 59 | 5.28 | Providing 65 mm thick wearing course consistingof 40 mm thick asphaltic concrete covered by 25 mm thick mastic asphalt on top complete as per MoRTH Specifications Section 500 & 2700 | BI01010001010000000000000515BI0100001170 | 1080 | Sqm |
| 60 | 5.29 | Cleaning and removal of vegetation growth from structures, channel and protective works as per directions of the Engineer. | BI01010001010000000000000515BI0100001171 | 1125 | Sqm |
| 61 | 5.3 | Repair of Existing Bridges by Cement Mortar 1:3 Plastering all complete as per MoRTH Specifications Section 1300. | BI01010001010000000000000515BI0100001172 | 1125 | Sqm |
| 62 | 5.31 | Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per directions of the Engineer. | BI01010001010000000000000515BI0100001173 | 180 | Sqm |
| 63 | 6 | Bill No : 6 BRIDGES | BI01010001010000000000000515BI0100001174 | ||
| 64 | 6.01 | Earth work in excavation of foundation of structures including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material in all types of soil with all lifts and leads complete as per Drawings and Technical Specification Clause 304. | BI01010001010000000000000515BI0100001175 | 4783.45 | Cum |
| 65 | 6.02 | Back filling behind abutment, wing wall and return wall complete as per Drawing and MoRTH Specifications Section 300. \nGranular material | BI01010001010000000000000515BI0100001176 | 1336.6 | Cum |
| 66 | 6.03 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. | BI01010001010000000000000515BI0100001177 | 410.31 | Cum |
| 67 | 6.04 | Providing & Laying Plain cement concrete of M15 Grade in leveling course below foundation complete as per drawing and Technical Specification Sections 1000, 1500 and 1700. | BI01010001010000000000000515BI0100001178 | 140.28 | Cum |
| 68 | 6.05 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and MoRTH Specifications Section 1000, 1500, 1700 & 2100.\nRCC Grade M35 - Using Batching Plant, Transit Mixer and Concrete Pump | BI01010001010000000000000515BI0100001179 | 484.82 | Cum |
| 69 | 6.06 | Plain/Reinforced Cement Concrete in sub-structure complete as per Drawing and MoRTH Specifications Section 1000, 1500, 1700 & 2100.\nRCC Grade M35 - Using Batching Plant, Transit Mixer and Concrete Pump | BI01010001010000000000000515BI0100001180 | 234.73 | Cum |
| 70 | 6.07 | Furnishing and Placing RCC/PSC Grade M35 Using Batching Plant, Transit Mixer and Concrete Pump as per drawing and MoRTH Specifications Section 1000, 1500, 1700 & 2300. For solid slab super-structure - Height 5m to 10m. | BI01010001010000000000000515BI0100001181 | 376.56 | Cum |
| 71 | 6.08 | Supply, Fitting and Placing coated HYSD bar Reinforcement (Fe 500 D) complete as per Drawing and MoRTH Specifications Section 1000 and 1600\nFoundation / Sub-structure / Superstructure | BI01010001010000000000000515BI0100001182 | ||
| 72 | 6.081 | For sub-structure | BI01010001010000000000000515BI0100001183 | 21.13 | MT |
| 73 | 6.082 | For super-structure | BI01010001010000000000000515BI0100001184 | 33.89 | MT |
| 74 | 6.083 | For foundations | BI01010001010000000000000515BI0100001185 | 43.63 | MT |
| 75 | 6.09 | Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm ( in traffic direction), covered with a closure plate of 200 mm x 6 mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking / backer rod, all as per approved Drawings and MoRTH Specifications Section 2600 | BI01010001010000000000000515BI0100001186 | 36 | Rm |
| 76 | 6.1 | Providing and fixing in position drainage spouts using 100mm dia GI pipe ,complete as per drawings and Technical Specifications Clause 2705. | BI01010001010000000000000515BI0100001187 | 26 | Nos. |
| 77 | 6.11 | Providing and laying in position 65 mm thick wearing coat consisiting of 40 mm bituminous concrete over a 25mm thick layer of mastic asphalt over deck slab after applying prime coat complete as per drawings and MoRTH Specifications Sections 500 and 2700 | BI01010001010000000000000515BI0100001188 | 418.4 | Sqm |
| 78 | 6.12 | Providing and fixing Tar paper bearing complete as per drawing and Technical Specifications Clause 2011. | BI01010001010000000000000515BI0100001189 | 10.8 | Sqm |
| 79 | 6.13 | Sand Filling in Foundation Trenches as per Drawing & MoRTH Specifications Clause 1210 | BI01010001010000000000000515BI0100001190 | 436.36 | Cum |
| 80 | 6.14 | Provision of Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all complete as per drawing & Technical Specifications Clauses 809 & 811 and Sections 1000, 1500, 1600, 1700 and 2200. | BI01010001010000000000000515BI0100001191 | 212.92 | Rm |
| 81 | 6.15 | PCC M15 Grade leveling course below approach slab complete as per Drawing and MoRTH Specifications Section 1000, 1500, 1600 and 2700. | BI01010001010000000000000515BI0100001192 | 19.44 | Cum |
| 82 | 6.16 | Reinforced Cement Concrete Grade M30 approach slab including reinforcement and formwork complete as per Drawing and MoRTH Specifications Section 1000, 1500, 1600 and 2700. | BI01010001010000000000000515BI0100001193 | 37.8 | Cum |
| 83 | 6.17 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V : 20H towards draining face complete as per Drawing and MoRTH Specifications Clause 2706 | BI01010001010000000000000515BI0100001194 | 685 | Nos. |
| 84 | 6.18 | Cement Concrete Blocks (size 0.5 x 0.5 x 0.5m) \nProviding and laying of apron with Cement Concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade Cement Concrete with a minimum cement content of 250 kg/cum as per IRC:21, MoRTH Specifications Clause 2503 and Section 1000 & 1700. | BI01010001010000000000000515BI0100001195 | 649.01 | Cum |
| 85 | 6.19 | Providing and laying filter media underneath Cement Concrete blocks of size 0.3x0.3 x0.3 m cast in cement concrete block complete as per drawing and MoRTH Specifications Clause 2504. | BI01010001010000000000000515BI0100001196 | 115.27 | Cum |
| 86 | 6.2 | Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall MoRTH Specifications Clause 2507. | BI01010001010000000000000515BI0100001197 | 595.66 | Cum |
| 87 | 6.21 | Curtain/Toe wall complete as per drawing and MoRTH Specifications Section 1000,1500,1700 and clause 2507- Cement concrete Grade M20 | BI01010001010000000000000515BI0100001198 | 154.39 | Cum |
| 88 | 6.22 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and MoRTH Specifications Clause 2504. | BI01010001010000000000000515BI0100001199 | 230.54 | Cum |
| 89 | 6.23 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and MoRTH Specifications Section 1000, 1500, 1700 & 2100. \nRCC Grade M30 - Using Batching Plant, Transit Mixer and Concrete Pump | BI01010001010000000000000515BI0100001200 | 325.62 | Cum |
| 90 | 6.24 | Plain/Reinforced Cement Concrete in sub-structure complete as per Drawing and MoRTH Specifications Section 1000, 1500, 1700 & 2200. \nRCC Grade M30 - Height upto 5m - using Batching Plant, Transit Mixer and Concrete Pump | BI01010001010000000000000515BI0100001201 | 320.58 | Cum |
| 91 | 6.25 | Supply, Fitting and Placing coated HYSD bar Reinforcement (Fe 500 D) complete as per Drawing and MoRTH Specifications Section 1000,1900 2100 & 2200 | BI01010001010000000000000515BI0100001202 | ||
| 92 | 6.251 | Foundation | BI01010001010000000000000515BI0100001203 | 26.05 | MT |
| 93 | 6.252 | Sub-Structure | BI01010001010000000000000515BI0100001204 | 25.65 | MT |
| 94 | 6.26 | Providing and laying in position 65 mm thick wearing coat consisiting of 40 mm bituminous concrete over a 25mm thick layer of mastic asphalt over deck slab after applying prime coat complete as per drawings and MoRTH Specifications Sections 500 and 2700 | BI01010001010000000000000515BI0100001205 | 644 | Sqm |
| 95 | 6.27 | Cleaning and removal of vegetation growth from structures, channel and protective works as per directions of the Engineer. | BI01010001010000000000000515BI0100001206 | 1500 | Sqm |
| 96 | 6.28 | Repair of Existing Bridges by Cement Mortar 1:3 Plastering all complete as per MoRTH Specifications Section 1300. | BI01010001010000000000000515BI0100001207 | 400 | Sqm |
| 97 | 7 | Bill No. 7 DRAINAGE AND PROTECTIVE WORKS | BI01010001010000000000000515BI0100001208 | ||
| 98 | 7.01 | Earthwork in excavation in all types of soil and roack with all lifts and leads complete as per Drawings and Technical Specification Clause 304. | BI01010001010000000000000515BI0100001209 | ||
| 99 | 7.011 | In all types of soil | BI01010001010000000000000515BI0100001210 | 4276.91 | Cum |
| 100 | 7.02 | Construction of open/covered drain complete as per drg. | BI01010001010000000000000515BI0100001211 | ||
| 101 | 7.021 | Plain/Reinforced Cement Concrete in dran Foundation complete as per Drawing and MoRTH Specifications Section 1000, 1500, 1700 & 2100. \nPCC Grade M15\n | BI01010001010000000000000515BI0100001212 | 473.93 | Cum |
| 102 | 7.022 | Providing and laying PCC/RCC M-20 grade for lined drains. including the cost of formwork but excluding the cost of reinforcement complete as per Drawing and MoRTH Specifications Section 1000, 1500 and 1700. | BI01010001010000000000000515BI0100001213 | 1993 | Cum |
| 103 | 7.023 | Providing & fixing in position coated HYSD / TMT Fe 500 D grade bar reinforcement in base, walls and slab of RCC drains complete as per Drawing and MoRTH Specifications Section 1600. | BI01010001010000000000000515BI0100001214 | 99.65 | MT |
| 104 | 7.024 | Providing and laying RCC pipe 100 mm dia. complete as per Drawing and directed by Engineer | BI01010001010000000000000515BI0100001215 | 83.4 | Rm |
| 105 | 7.03 | Retaining Wall | BI01010001010000000000000515BI0100001216 | ||
| 106 | 7.031 | Earth work in excavation of foundation of structures including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material in all types of soil with all lifts and leads complete as per Drawings and Technical Specification Clause 304. | BI01010001010000000000000515BI0100001217 | 2208.8 | Cum |
| 107 | 7.032 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. | BI01010001010000000000000515BI0100001218 | 988.14 | Cum |
| 108 | 7.033 | Providing & Laying Plain cement concrete of M15 Grade in leveling course below foundation complete as per drawing and Technical Specification Sections 1000, 1500 and 1700. | BI01010001010000000000000515BI0100001219 | 182.6 | Cum |
| 109 | 7.034 | Plain/Reinforced Cement Concrete in sub-structure complete as per Drawing and MoRTH Specifications Section 1000, 1500, 1700 & 2100.\nRCC Grade M35 - Using Batching Plant, Transit Mixer and Concrete Pump | BI01010001010000000000000515BI0100001220 | 1050.81 | Cum |
| 110 | 7.04 | Supply, Fitting and Placing coated HYSD bar Reinforcement (Fe 500 D) complete as per Drawing and MoRTH Specifications Section 1000 and 1600\nFoundation / Sub-structure / Superstructure | BI01010001010000000000000515BI0100001221 | ||
| 111 | 7.041 | For sub-structure | BI01010001010000000000000515BI0100001222 | 84.06 | MT |
| 112 | 7.05 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards draining face complete as per Drawing and MoRTH Specifications Clause 2706 | BI01010001010000000000000515BI0100001223 | 1122 | Nos. |
| 113 | 8 | Bill No. 8 BUS SHELTER | BI01010001010000000000000515BI0100001224 | ||
| 114 | 8.01 | Foundation for Wall and Column | BI01010001010000000000000515BI0100001225 | ||
| 115 | 8.011 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and MoRTH Specifications Section 1000, 1500, 1700 & 2100. \nPCC Grade M15\n | BI01010001010000000000000515BI0100001226 | 11.67 | Cum |
| 116 | 8.012 | Brick Masonry Work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering, as per Drawing and MoRTH Specifications Section 1300 for 1 step | BI01010001010000000000000515BI0100001227 | 8.56 | Cum |
| 117 | 8.013 | Brick Masonry Work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering, as per Drawing and MoRTH Specifications Section 1300 for 2nd step | BI01010001010000000000000515BI0100001228 | 5.45 | Cum |
| 118 | 8.02 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and MoRTH Specifications Section 1300 | BI01010001010000000000000515BI0100001229 | 40.39 | Cum |
| 119 | 8.03 | C:C floor for Platform / Precast Interlocking Paver Blocks | BI01010001010000000000000515BI0100001230 | ||
| 120 | 8.031 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and MoRTH Specifications Section 1000, 1500, 1700 & 2100. \nPCC Grade M15 | BI01010001010000000000000515BI0100001231 | 16.63 | Cum |
| 121 | 8.032 | Providing and laying Anti-skid Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS: 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | BI01010001010000000000000515BI0100001232 | 110.88 | Sqm |
| 122 | 8.04 | Sitting arrangement for Passenger | BI01010001010000000000000515BI0100001233 | ||
| 123 | 8.041 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and MoRTH Specifications Section 1300 | BI01010001010000000000000515BI0100001234 | 3.94 | Cum |
| 124 | 8.042 | Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture for sitting platform, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.With granite stone of area less than 0.50 sqm. | BI01010001010000000000000515BI0100001235 | 9.6 | Sqm |
| 125 | 8.05 | 12 mm thick Plastering with cement mortar (1:3 ) on brick work in sub-structure as per MoRTH Specifications Section 1300 | BI01010001010000000000000515BI0100001236 | 381.73 | Sqm |
| 126 | 8.06 | Providing 10 mm thick plaster of Paris above brick wall as per Drawing and directed by Engineer | BI01010001010000000000000515BI0100001237 | 381.73 | Sqm |
| 127 | 8.07 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. as per Drawing and directed by Engineer | BI01010001010000000000000515BI0100001238 | 381.73 | Sqm |
| 128 | 8.08 | Providing and fixing Light Grey Granite Slab 18mm thick as per Clause 11.31 of CPWD Specifications, Volume I, 2019 | BI01010001010000000000000515BI0100001239 | 14.17 | Sqm |
| 129 | 8.09 | Providing and fixing Glass panel 18 mm thick as per Clause 9.6.4.6 of CPWD Specifications, Volume I, 2019 | BI01010001010000000000000515BI0100001240 | 45.86 | Sqm |
| 130 | 8.1 | Providing and fixing Polycarbonate Sheet (16mm thick) as roffing including MS angles and painting as per Drawing and directed by Engineer. | BI01010001010000000000000515BI0100001241 | 124.12 | Sqm |
| 131 | 9 | Bill No. 9 TRAFFIC SIGNS, MARKINGS AND ROAD APPURTENCES. | BI01010001010000000000000515BI0100001242 | ||
| 132 | 9.01 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 .The finished surface to be level, uniform and free from streaks and holes.as per drawing and Technical specification 803 | BI01010001010000000000000515BI0100001243 | ||
| 133 | 9.011 | centre line/edge line/ transverse marking and any other markings. | BI01010001010000000000000515BI0100001244 | 10455 | Sq.m |
| 134 | 9.012 | Pedestrian crossing | BI01010001010000000000000515BI0100001245 | 48 | Sq.m |
| 135 | 9.013 | Straight Arrows | BI01010001010000000000000515BI0100001246 | 2 | Nos. |
| 136 | 9.014 | Straight and Left/Right Turn Arrows | BI01010001010000000000000515BI0100001247 | 2 | Nos. |
| 137 | 9.02 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09 Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over suitable primer and as per approved drawing and clause 801 including lettering symbols etc. | BI01010001010000000000000515BI0100001248 | ||
| 138 | 9.021 | 90 cm Equilateral triangle \n(Cautionary Sign Boards) | BI01010001010000000000000515BI0100001249 | 143 | Nos. |
| 139 | 9.022 | STOP Sign Octagonal | BI01010001010000000000000515BI0100001250 | 41 | Nos. |
| 140 | 9.023 | 60 cm Circular ( Mandatory Sign Boards ) | BI01010001010000000000000515BI0100001251 | 4 | Nos. |
| 141 | 9.03 | "Advance Direction sign <0.9sq.m Direction and Place Identification Signs upto 0.9 sqm Size Board (Type XI)\nProviding and fixing of direction and place identification retro-reflectorised sign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09 Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc" | BI01010001010000000000000515BI0100001252 | 9.9 | Sqm |
| 142 | 9.04 | Advance Direction sign >0.9sq.m Direction and Place Identification Signs with size more than 0.9 sqm size Board (Type XI)\nProviding and fixing of direction and place identification retro-reflectorised sign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09 Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on suitably designed GI pipe pole not less than 50mm NB , 2 Nos. confirming to IS 1239, firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 mm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. | BI01010001010000000000000515BI0100001253 | 85.56 | Sqm |
| 143 | 9.05 | Single Chevron 600x600 Providing and fixing of retro- reflectorised cautionary, mandatory and inforyears warranty manufactured as per IRC :67 made of Type XI micro prismatic grade sheeting vide clause 801.3.4.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade Cement Concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved Drawing and MoRTH Specifications Clause 801 including lettering symbols etc.\n60cmx 60 cm rectangular (Single chevron etc.) | BI01010001010000000000000515BI0100001254 | 498 | Nos. |
| 144 | 9.06 | Providing and fixing of retro- reflectorised cautionary, mandatory and inforyears warranty manufactured as per IRC :67 made of Type XI micro prismatic grade sheeting vide clause 801.3.4.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade Cement Concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved Drawing and MoRTH Specifications Clause 801 including lettering symbols etc.\n60cmx 45 cm rectangular | BI01010001010000000000000515BI0100001255 | 32 | Nos. |
| 145 | 9.07 | Providing and fixing retro-reflectorised road delineators complete as per Drawing and MoRTH Specifications Clause 805.\nObject hazard marker\nProviding and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type XI micro prismatic grade sheeting vide clause 801.3.4.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade Cement Concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved Drawing and MoRTH Specifications Clause 801 including lettering symbols etc.\n | BI01010001010000000000000515BI0100001256 | 320 | Nos. |
| 146 | 9.08 | Providing and fixing reinforced Cement Concrete M-20 grade stones including excavation, foundation concrete and reinforcement and inscription etc. all complete as per MoRTH Specifications Section 800 & 1000. | BI01010001010000000000000515BI0100001257 | ||
| 147 | 9.081 | 200m stone. | BI01010001010000000000000515BI0100001258 | 244 | Nos. |
| 148 | 9.082 | Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.\n5th Kilometre stone ( precast) | BI01010001010000000000000515BI0100001259 | 12 | Nos. |
| 149 | 9.083 | Reinforces cement concrete M 15 grade Kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc\nOrdinary kilometer stone ( precast) | BI01010001010000000000000515BI0100001260 | 49 | Nos. |
| 150 | 9.09 | Reinforced Cement Concrete M-15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting. | BI01010001010000000000000515BI0100001261 | 304.7 | Nos. |
| 151 | 9.1 | Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per MoRTH Specifications Clause 811.3 | BI01010001010000000000000515BI0100001262 | 23297.2 | Rm |
| 152 | 9.11 | Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per MoRTH Specification Clause 804\nRoad Markers/Road Stud with Lense Reflector :- | BI01010001010000000000000515BI0100001263 | 13009.9 | Nos. |
| 153 | 9.12 | Convex Glass as per direction of engineer-in -charge. | BI01010001010000000000000515BI0100001264 | 29 | Nos. |
| 154 | 10 | Bill No. 10 HIGHWAY LIGHTING | BI01010001010000000000000515BI0100001265 | ||
| 155 | 10.01 | Supply, installation, testing and commissioning of 8 M octagonal pole made of hot dip galvanized GI sheet 70mm top diameter,130mm bottom diameter thickness 3mm base plate dimensions of 200x200x16mm suitable for wind speed as per IS 875 part III single arm bracket 1.5 mt including foundation bolt 4 nos fixed in existing RCC foundation and junction box etc with 3Cx2.5 sqmm CU flexble cable from JB to luminaire complete 8 Meters. | BI01010001010000000000000515BI0100001266 | 190 | Nos. |
| 156 | 10.02 | Supply, installation, testing and commissioning of 8 M octagonal pole made of hot dip galvanized GI sheet 70mm top diameter,130mm bottom diameter thickness 3mm base plate dimensions of 225x225x16mm suitable for wind speed as per IS 875 part III single arm bracket 1.0 mt including foundation bolt 4 nos fixed in existing RCC foundation and junction box etc with 3Cx2.5 sqmm CU flexble cable from JB to luminaire complete 8 Meters. | BI01010001010000000000000515BI0100001267 | 45 | Nos. |
| 157 | 10.03 | Civil foundation : Casting of shallow RCC foundation for the 8mtr pole with M25grade cement concrete including reinforcement, levelelling course & complete in all respect as per approved drawing and direction of engineer-in -charge. | BI01010001010000000000000515BI0100001268 | 235 | Nos. |
| 158 | 10.04 | Supply, installation, testing and commissioning of 150W LED street light output greater than 115 lumen/W 4000 – 6000 K with IP66 protection LED chip make cree/lumilled/NIchea with power factor greater than .95 at full load internal surge protection upto 8 kV and Aluminium pressure die cast powder coated housing, acrylic cover complete with THD less than 10%, power factor greater than .98. RoHS complaint,duly wired up for use on 230V AC supply Driver compartment should be separately accessible for maintenance(LM 79 & 80 certificates from NABL accredited third party lab to be produced mentioning chip manufacturer) | BI01010001010000000000000515BI0100001269 | 235 | Nos. |
| 159 | 10.05 | Supply and laying of one number PVC insulated PVC sheathed armored aluminum power cable of 1.1KV grade of the following sizes in the existing RCC/HUME/STONE WARE/GI/DWC pipe as required. 4 core 16 sq.mm | BI01010001010000000000000515BI0100001270 | 7935 | Rm |
| 160 | 10.06 | Supply and laying of one number PVC insulated PVC sheathed armored aluminum power cable of 1.1KV grade of the following sizes in the existing RCC/HUME/STONE WARE/GI/DWC pipe as required. 3.5 core 50 sq.mm | BI01010001010000000000000515BI0100001271 | 550 | Rm |
| 161 | 10.07 | Providing and laying GI strip all sizes in existing trench | BI01010001010000000000000515BI0100001272 | 947.2 | Kg |
| 162 | 10.08 | Supplying, testing, installing and commissioning of 40mm HDPE pipe for underground cable laying | BI01010001010000000000000515BI0100001273 | 8060.75 | Rm |
| 163 | 10.09 | Cable Trench : Excavation upto 750mm depth width upto 300mm wide and back filliing with soft soil complete in all respect and as per direction of engineer-in -charge. | BI01010001010000000000000515BI0100001274 | 1440 | Cum |
| 164 | 10.1 | Supply, erection of outdoor type panel complete with accessories and concrete foundation, service cable termination, testing and commissioning in complete:\nIncomer : 1no 63A TPN MCCB and Outgoings : 6nos of 32A TPN MCB with Astronomical Dial timer and contactor 6A MCBs for the timer. | BI01010001010000000000000515BI0100001275 | 11 | Nos. |
| 165 | 10.11 | For Obtaining Power connection: Fees to be remitted to Electrical Inspectorate/KSEB/meter testing lab/ fire & rescue service Department(Actual amount incurred for the above items will be reimbursed on production of original Receipts) | BI01010001010000000000000515BI0100001276 | 11 | LS |
| 166 | 10.12 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with\ncover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt ) as required.. | BI01010001010000000000000515BI0100001277 | 46 | Set |
| 167 | 10.13 | Supply, Installation, testing and commissioning of 16M highmast shaft in single section suitable for wind speed as per IS 875 Part-3, with raising lowering system comprising, head frame, luminaries carriage suitable to install 6 nos luminaries in symmetrical arrangement, double drum winch, 5mm diameter SS wire rope ,trailing cable, connector, integral power tool motor, manual handle, junction box, lightening finial. (Wiring material, power cables between panel and mast, MCB in base compartment are not included.) | BI01010001010000000000000515BI0100001278 | 1 | Nos. |
| 168 | 10.14 | Supply and fixing 24mm diameter (6 numbers) foundation bolts of 750mm bolt length, 445mm pitch circle diameter manufactured from special steel along with nuts, washers, anchor plate and common template.( suitable for 16 M\nhighmast system) | BI01010001010000000000000515BI0100001279 | 1 | set |
| 169 | 10.15 | Supply, Installation, testing and commissioning of 150W LED Flood light output > 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor >0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing, acrylic cover complete with THD <10%, power factor >0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer) | BI01010001010000000000000515BI0100001280 | 6 | Nos. |
| 170 | 10.16 | Civil foundation : Casting of shallow RCC foundation for the 16mtr pole with M25grade cement concrete including reinforcement, levelelling course & complete in all respect as per approved drawing and direction of engineer-in -charge. | BI01010001010000000000000515BI0100001281 | 1 | Nos. |
| 171 | 10.17 | Supply, Installation, testing and commissioning of Control panel for Highmast (should be supplied same High Mast Manufacturer) including all wiring of luminaire and control wiring. | BI01010001010000000000000515BI0100001282 | 1 | Nos. |
| 172 | 11 | Bill. No. 11 ENCASING OF WATER PIPE LINE | BI01010001010000000000000515BI0100001283 | ||
| 173 | 11.01 | Earthwork in excavation of foundation for structures including pipe culverts in all types of soil including all lead & lifts complete as per Drawings and MoRTH Specifications Clauses 304 & 2903. | BI01010001010000000000000515BI0100001284 | 4649.71 | Cum |
| 174 | 11.02 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and MoRTH Specifications Section 1000, 1500, 1700 & 2100.\nRCC Grade M25 - With Batching Plant, Transit Mixer and Concrete Pump | BI01010001010000000000000515BI0100001285 | 3979 | Cum |
| 175 | 11.03 | Supply, Fitting and Placing coated HYSD bar Reinforcement (Fe 500 D) in Foundation complete as per Drawing and MoRTH Specifications Section 1000 and 1600 | BI01010001010000000000000515BI0100001286 | 239 | MT |
| 176 | 12 | Bill. No. 12 GENERAL ITEM | BI01010001010000000000000515BI0100001287 | ||
| 177 | 12.01 | Procure (purchase) and supply brand new vehicle for employer and engineer including registration ,full comprehensive insurance(first year), number plate, road tax etc. a} Innova Type 2 Vehicle, complete as per Additional Clause 122 of Part-2, Particular Technical Specifications | BI01010001010000000000000515BI0100001288 | 1 | Nos. |
| 178 | 12.02 | Vehicles running cost of fuel and POL for 3000 Km as per Additional Clause 122 of Part-2, Particular Technical Specifications | BI01010001010000000000000515BI0100001289 | 24 | Veh-month |
| 179 | 12.03 | Maintenance of Type 2 Vehicles (Provided by Employer) including full comprehensive insurance, Driver's salary repairs including replacement of worn tyres, services as per manufacturer’s recommendation etc as per Additional Clause 122 of Part-2, Particular Technical Specifications | BI01010001010000000000000515BI0100001290 | 24 | Veh-month |
| 180 | 13 | Bill. No. 13 SLOPE PROTECTION | BI01010001010000000000000515BI0100001291 | ||
| 181 | 13.01 | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means and its disposal at designated area including all machineries, equipments, labours, tools and tackles, lead and lift complete as per construction drawings, MoRTH Specifications Clause 301 and project requirement. | BI01010001010000000000000515BI0100001292 | 3564 | Sqm |
| 182 | 13.02 | Supply of High Adherence geosynthetic strap with trapezoidal groove like rib or lateral teeth on both side of the strap for additional frictional resistance, supply of galvanized steel mesh as facia panel and as backmesh with minimum 8mm diameter bars and having 610 grams per sqm hot-dip galvanization to be used, galvanized Plug, steel mechnical connectors, non-woven geotextile, sub-surface drains for Reinforced Soil Hybrid/Composite system followed by providing its design, construction drawings amd methods complete as per Additional Technical Specification Clause A-4 and project requirement. The wall inclination of Reinforced Soil Hybrid/Composite system shall be < 70 degree with respect to horizontal. | BI01010001010000000000000515BI0100001293 | 2682 | Sqm of face area |
| 183 | 13.03 | Installation of Reinforced Soil Hybrid/Composite system including all machineries, equipments, labours, tools and tackles, lead and lift complete as per construction drawings, Additional Technical Specification Clause A-4 and project requirement. The wall inclination of Reinforced Soil Hybrid/Composite system shall be < 70 degree with respect to horizontal.\n | BI01010001010000000000000515BI0100001294 | 2682 | Sqm of face area |
| 184 | 13.04 | Preparation of levelling pad of 150mm wide and 350mm thick with PCC M-20 concrete as per drawings including all machineries, equipments, labours, tools and tackles, lead and lift complete as per construction drawings, MoRTH Specifications Section 1000, 1500, 1700 and Additional Technical Specification Clause A-4 and project requirement. | BI01010001010000000000000515BI0100001295 | 18.9 | Cum |
| 185 | 13.05 | Providing, placing and compacting of selected backfill soil in between slope surface and the facing element to a full height compacted to a firm condition complete as per drawings and MoRTH Specification Clause 300, Additional Technical Specification Clause A-4 and project requirement including all lead, lift, equiment, machineries, tools, tackles, manpower, royalty, taxes, all complete. | BI01010001010000000000000515BI0100001296 | 3360 | Cum of filling |
| 186 | 13.06 | Providing and placing of 120mm to 150mm rectangular shaped or broken boulders in front of the Reinforced Soil Hybrid/Composite system (average thickness 400mm) as per Additional Technical Specification Clause A-4 and drawing including all lead, lift, equiment, tools, tackles, manpower, equiment, machineries, royalty, taxes, all complete. | BI01010001010000000000000515BI0100001297 | 1073 | Cum |
| 187 | 13.07 | Supply of fully threaded Nail minimum 25mm diameter that are hot-dip galvanized and having yield strength = 670 MPa, ulimate tensile strength = 800 MPa and minimum galvanization of 500 grams per sqm required for construction of stabilized slope including supply of galvanized nail bearing plates, spherical nuts, coupler and Providing Technical Assistance at site during drilling & Installation activities followed by providing its design, construction drawings amd methods complete as per Additional Technical Specification Clause A-4 and project requirement. | BI01010001010000000000000515BI0100001298 | 7728 | Rmt fully threaded Nail |
| 188 | 13.08 | Drilling minimum 110mm diameter hole and installation of fully threaded Nail including grouting using cement and non-shrink grout admixtures with all men, machines, lead and lifts as per Additional Technical Specification Clause A-4 and BOQ derived from the approved drawings complete as per project requirement. | BI01010001010000000000000515BI0100001299 | 7728 | Rmt fully threaded Nail |
| 189 | 13.09 | Drilling minimum 90mm diameter hole, Supply and fixing of minimum 70mm diameter semi perforated PVC pipe wrapped with non-woven geotextile as subsurface drainage followed by providing its design, construction drawings amd methods complete as per Additional Technical Specification Clause A-4 and project requirement. | BI01010001010000000000000515BI0100001300 | 1674 | Rmt of Pipe |
| 190 | 13.1 | Supply of OPC-43 Grade cement including handling charges etc. as per MoRTH Specification Section 1000. | BI01010001010000000000000515BI0100001301 | 7728 | Bag |
| 191 | 13.11 | Supply of Admixture to make smooth non shrink grout for anchoring activities including handling charges etc. as per MoRTH Specification Section 1000. | BI01010001010000000000000515BI0100001302 | 1932 | Kg |
| 192 | 14 | Bill 14 - MAINTENANCE DURING CONSTRUCTION | BI01010001010000000000000515BI0100001303 | ||
| 193 | 14.1 | Carrying out treatment and repairs to pot holes and any necessary patching to existing bituminous carriageway surfacing as per Technical Specifications Clause 3004. | BI01010001010000000000000515BI0100001304 | 3634.18 | Sqm |
| 194 | 15 | Bill 15 - ENVIRONMENTAL SAFETY, HEALTH SAFETY AND EMP COST as per Clause A-3 (Refer EHSH Clauses- Part-2, Section -VII) | BI01010001010000000000000515BI0100001305 | ||
| 195 | 15.1 | Resources allocated to ESHS management all completed as per ESHS Clause 4 | BI01010001010000000000000515BI0100001306 | ||
| 196 | 15.11 | ESHSE Manager having 10 years in designing and monitoring the implementation of ESHS management plans for construction works and in Similar works experience for 5 years | BI01010001010000000000000515BI0100001307 | 24 | Month |
| 197 | 15.12 | ESHS Supervisor (one ESHS supervisor for each shift on ach Project Area), total work experience 5 years including 1-year similar work experience | BI01010001010000000000000515BI0100001308 | 24 | Month |
| 198 | 15.13 | Community Liaison Officer having total experience 5 years (Fluency in local Languages should be mandatory for this position) | BI01010001010000000000000515BI0100001309 | 24 | Month |
| 199 | 15.2 | Implementation of the Health and Safety Plan all completed as per ESHS Clauses (1, 9, 21 to 25, 27 to 35, 37, 38) | BI01010001010000000000000515BI0100001310 | ||
| 200 | 15.21 | Installation silt fencing for control sediment into nearby surface water bodies, including regular maintenance for entire construction period and removal of those fence on completion of work near surface water bodies | BI01010001010000000000000515BI0100001311 | 500 | Running Meter |
| 201 | 15.22 | Provide and maintenance of Personal protective equipment including nosal mask for prohibition of spread of Covid 10, as required, to all Personal Protection Equipment (PPE) pursuant to the practices | BI01010001010000000000000515BI0100001312 | 24 | Month |
| 202 | 15.23 | Medical Check -up – The Contractor shall organises medical check-ups carried out by a doctor or an appropriately qualified nurse for all Contractor’s Personnel prior to the initial mobilisation to the Project Area to check aptitude for the work.\nHearing tests are conducted for the contractor’s personnel exposed too noise levels above 80 dB (A) in order to establish initial audiograms. Annual test shall be carried out as per advice of the Engineer: Covid -19 test to the Contractor’s personnel as and when required | BI01010001010000000000000515BI0100001313 | 8 | Quarterly |
| 203 | 15.24 | Provide and maintain first aid provisions on any work site, including : suitably stocked first aid kits: a person, respectively an adequate number of staff appointed and trained to take charge of first – aid arrangements and ensure that staff and workers are informed about first aid arrangements | BI01010001010000000000000515BI0100001314 | 1 | Lump Sum |
| 204 | 15.3 | Accommodation, drinking water, meals and transportation of staff all completed as per ESHS Clauses 36, 40, 41 | BI01010001010000000000000515BI0100001315 | ||
| 205 | 15.31 | Accommodation, drinking water, meals and transportation of staff, Contractor shall provide to his personnel safe drinking water at all project areas. The quantity and quality of this water complies with the standards of the World health Organisations at supply points. | BI01010001010000000000000515BI0100001316 | 1 | Lump sum |
| 206 | 15.32 | Provided and maintain accommodation for non-resident Personnel in a camp or an alternative structure outside of the Project Areas, such as hotel or rented house | BI01010001010000000000000515BI0100001317 | 1 | Lump Sum |
| 207 | 15.33 | Contractor provides meals at a reasonable cost or free of charge to its Contractors Personnel per shift in a canteen area and according to a procurement system | BI01010001010000000000000515BI0100001318 | 1 | Lump sum |
| 208 | 15.4 | Training and local recruitment management costs all completed as per ESHS Clauses 8, 39 | BI01010001010000000000000515BI0100001319 | ||
| 209 | 15.41 | Environmental management training and awareness program | BI01010001010000000000000515BI0100001320 | 8 | Quarterly |
| 210 | 15.42 | Sanitation arrangement at camp | BI01010001010000000000000515BI0100001321 | 1 | Lump Sum |
| 211 | 15.5 | Protection of adjacent areas, biodiversity, prevention of erosion and wastewater management all completed as per ESHS Clauses 10, 11, 12, 17, 18 | BI01010001010000000000000515BI0100001322 | ||
| 212 | 15.51 | Protection of adjacent areas, prevention of erosion and waste water management – The Contractor shall take necessary measures to ensure that pollution to air , water or land is prevented or, where this is not possible, reduced and mitigated as far as practicable during the construction phase. If required in the PA- ESMP the contractor will develop a pollution prevention Plan for managing e.g. atmospheric emissions and dust, e.g noise and vibrations, | BI01010001010000000000000515BI0100001323 | 1 | Lump Sum |
| 213 | 15.52 | Installation of Oil interceptor for removal of oil and grease at vehicle wash bay | BI01010001010000000000000515BI0100001324 | 1 | Lump Sum |
| 214 | 15.53 | Sprinkling of water for suppression of dust all along the construction areas for the entire Construction period (Dust Suppression = Rs. 10000 per day for 40 days) | BI01010001010000000000000515BI0100001325 | 1 | Lump Sum |
| 215 | 15.6 | Traffic, noise and atmospheric emissions management, land take all completed as per ESHS Clauses 13, 14, 42, 43, 44 | BI01010001010000000000000515BI0100001326 | ||
| 216 | 15.61 | Contractor should carry out or contracting the monitoring the effluent quality pursuant to the present ESHS Specifications by external accredited agency for sampling and Laboratory analysis and submit the analysis results the engineer | BI01010001010000000000000515BI0100001327 | 8 | Sample |
| 217 | 15.62 | Contractor shall carry out monitoring of environmental attributes of as per environmental monitoring plan for Construction phase\n | BI01010001010000000000000515BI0100001328 | ||
| 218 | 15.621 | Air Quality Sample - 8 no | BI01010001010000000000000515BI0100001329 | 8 | number |
| 219 | 15.622 | Surface Water Sample - 8 no | BI01010001010000000000000515BI0100001330 | 8 | number |
| 220 | 15.623 | Ground Water Sample - 8 no | BI01010001010000000000000515BI0100001331 | 8 | number |
| 221 | 15.624 | Noise Quality Sample - 8 no | BI01010001010000000000000515BI0100001332 | 8 | number |
| 222 | 15.625 | Soil Quality Sample - 8 no | BI01010001010000000000000515BI0100001333 | 8 | number |
| 223 | 15.63 | Contractor shall carry out monitoring of environmental attributes of as per environmental monitoring plan for 1 year of operational phase/Defect Liability Period\n | BI01010001010000000000000515BI0100001334 | ||
| 224 | 15.631 | Air Quality Sample - 4 no | BI01010001010000000000000515BI0100001335 | 4 | number |
| 225 | 15.632 | Surface Water Sample - 4 no | BI01010001010000000000000515BI0100001336 | 4 | number |
| 226 | 15.633 | Ground Water Sample - 4 no | BI01010001010000000000000515BI0100001337 | 4 | number |
| 227 | 15.634 | Noise Quality Sample - 4 no | BI01010001010000000000000515BI0100001338 | 4 | number |
| 228 | 15.635 | Soil Quality Sample - 4 no | BI01010001010000000000000515BI0100001339 | 4 | number |
| 229 | 15.7 | Waste and hazardous products management all completed as per EHSH Clauses 15, 26 | BI01010001010000000000000515BI0100001340 | ||
| 230 | 15.71 | Identifying, collecting transporting, and treating all waste produced on Project areas | BI01010001010000000000000515BI0100001341 | 1 | Lump Sum |
| 231 | 15.8 | Vegetation clearing and site rehabilitation all completed as per ESHS Clauses 16, 19, 20 | BI01010001010000000000000515BI0100001342 | ||
| 232 | 15.81 | Site rehabilitation – the contractor will rehabilitate all Project Areas and landscapes disturbed by the works, to their original condition where possible upon completion of construction and prior to the provisional acceptance of the works. Close collaboration with all statutory stakeholders will be conducted in cooperation with the Employer during the reinstatement. This will include all temporarily acquired sites including borrow areas, camp site, etc. | BI01010001010000000000000515BI0100001343 | 1 | Lump Sum |
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