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| 1 | Earthwork 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 charges, materials, tools, equipments and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification For Box cutting for widening portion. (MORTH No. 111, 112, 301, 305, 900) |
| 2 | Road A |
| 3 | Granular Sub Base - Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 for Grade - V Material (MORTH No. 111, 112, 401, 900) |
| 4 | Road A |
| 5 | Granular Sub Base - Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 for Grade - III Material (MORTH No. 111, 112, 401, 900) |
| 6 | Road A |
| 7 | Wet Mix Macadam -Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 (MORTH No. 111,112, 406, 900) |
| 8 | Road A |
| 9 | Prime Coat Over WBM/ WMM surface - Providing and laying Prime Coat Over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5 (MORTH No. 111 ,112, 501, 502, 900) |
| 10 | Road A |
| 11 | Tack Coat Over Primed Surface - Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev (MORTH No. 111,112,501, 503,900) |
| 12 | Road A |
| 13 | Tack Coat Over Existing BT Surface - Providing and laying Tack Coat Over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5e as per Clause 503 of MORTH Rev (MORTH No. 111,112,501, 503,900) |
| 14 | Road A |
| 15 | DBM (Grade-II) 50mm Thick Using VG30 - Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20- 30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 for Grade - II (MORTH No. 111, 112, 505, 900) |
| 16 | Road A |
| 17 | BC 30/40mm Thick (Grade-II) Using VG30 Bitumen -Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 - Grade - II. (MORTH No. 111, 112, 501, 507, 900) |
| 18 | Road A |
| 19 | COMPACTION ONLY FOR UTILIZING AVAILABLE BOX CUT EARTH - Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers. (MORTH No. 111, 112, 301, 305, 900) |
| 20 | Road A |
| 21 | Earthwork 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 deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification for Pipe Culvert. (MORTH No. 111, 112, 301, 305, 900) |
| 22 | Reconstruction of Pipe Culvert at km 1/4 (i) |
| 23 | Reconstruction of Pipe Culvert at km 1/4 (ii) |
| 24 | Reconstruction of Pipe Culvert at km 1/6 |
| 25 | Earthwork 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 deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification for Retaining Wall (MORTH No. 111, 112, 301, 305, 900) |
| 26 | Construction of Retaining Wall at km 1/120-1/240 |
| 27 | Construction of Retaining Wall at km 1/240-1/360 |
| 28 | Construction of Retaining Wall at km 1/360-1/480 |
| 29 | Construction of Retaining Wall at km 1/480-1/600 (LHS) |
| 30 | Construction of Retaining Wall at km 1/480-1/600 (RHS) |
| 31 | Construction of Retaining Wall at km 1/600-1/720 |
| 32 | Construction of Retaining Wall at km 1/720-1/840 |
| 33 | Construction of Retaining Wall at km 1/840-1/900 |
| 34 | Construction of Retaining Wall at km 1/900-2/000 |
| 35 | Vibrated Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for Levelling course below Pipe Culvert. (MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 36 | Reconstruction of Pipe Culvert at km 1/4 (i) |
| 37 | Reconstruction of Pipe Culvert at km 1/4 (ii) |
| 38 | Reconstruction of Pipe Culvert at km 1/6 |
| 39 | Vibrated Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for Levelling course below Retaining Wall. (MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 40 | Construction of Retaining Wall at km 1/120-1/240 |
| 41 | Construction of Retaining Wall at km 1/240-1/360 |
| 42 | Construction of Retaining Wall at km 1/360-1/480 |
| 43 | Construction of Retaining Wall at km 1/480-1/600 (LHS) |
| 44 | Construction of Retaining Wall at km 1/480-1/600 (RHS) |
| 45 | Construction of Retaining Wall at km 1/600-1/720 |
| 46 | Construction of Retaining Wall at km 1/720-1/840 |
| 47 | Construction of Retaining Wall at km 1/840-1/900 |
| 48 | Construction of Retaining Wall at km 1/900-2/000 |
| 49 | Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Hire charges for Tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc, complete as per relevent standard specification for Body Wall. (MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 50 | Reconstruction of Pipe Culvert at km 1/4 (i) |
| 51 | Reconstruction of Pipe Culvert at km 1/4 (ii) |
| 52 | Reconstruction of Pipe Culvert at km 1/6 |
| 53 | Supply of 1200mm 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. (Morth No. 2900, 900) |
| 54 | Reconstruction of Pipe Culvert at km 1/4 (i) |
| 55 | Reconstruction of Pipe Culvert at km 1/4 (ii) |
| 56 | Reconstruction of Pipe Culvert at km 1/6 |
| 57 | Laying and fixing of 1200 mm 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 (Morth No. 2904, 2905, 2906) |
| 58 | Reconstruction of Pipe Culvert at km 1/4 (i) |
| 59 | Reconstruction of Pipe Culvert at km 1/4 (ii) |
| 60 | Reconstruction of Pipe Culvert at km 1/6 |
| 61 | Stone dust filling including cost and conveyance of Stone dust to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete as per standard specification. |
| 62 | Reconstruction of Pipe Culvert at km 1/4 (i) |
| 63 | Reconstruction of Pipe Culvert at km 1/4 (ii) |
| 64 | Reconstruction of Pipe Culvert at km 1/6 |
| 65 | Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Hire charges for Tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc, complete as per relevent standard specification for Retaining Wall (BELOW SILL). (MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 66 | Construction of Retaining Wall at km 1/120-1/240 |
| 67 | Construction of Retaining Wall at km 1/240-1/360 |
| 68 | Construction of Retaining Wall at km 1/360-1/480 |
| 69 | Construction of Retaining Wall at km 1/480-1/600 (LHS) |
| 70 | Construction of Retaining Wall at km 1/480-1/600 (RHS) |
| 71 | Construction of Retaining Wall at km 1/600-1/720 |
| 72 | Construction of Retaining Wall at km 1/720-1/840 |
| 73 | Construction of Retaining Wall at km 1/840-1/900 |
| 74 | Construction of Retaining Wall at km 1/900-2/000 |
| 75 | Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Hire charges for Tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc, complete as per relevent standard specification for Retaining Wall. (ABOVE SILL). (MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 76 | Construction of Retaining Wall at km 1/120-1/240 |
| 77 | Construction of Retaining Wall at km 1/240-1/360 |
| 78 | Construction of Retaining Wall at km 1/360-1/480 |
| 79 | Construction of Retaining Wall at km 1/480-1/600 (LHS) |
| 80 | Construction of Retaining Wall at km 1/480-1/600 (RHS) |
| 81 | Construction of Retaining Wall at km 1/600-1/720 |
| 82 | Construction of Retaining Wall at km 1/720-1/840 |
| 83 | Construction of Retaining Wall at km 1/840-1/900 |
| 84 | Construction of Retaining Wall at km 1/900-2/000 |
| 85 | Providing and fixing Class I PVC seepage pipes of 110mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the backfill as per section 2706 of MORTH specification (Rev- V) (MORTH No. 2706, 900) |
| 86 | Construction of Retaining Wall at km 1/120-1/240 |
| 87 | Construction of Retaining Wall at km 1/240-1/360 |
| 88 | Construction of Retaining Wall at km 1/360-1/480 |
| 89 | Construction of Retaining Wall at km 1/480-1/600 (LHS) |
| 90 | Construction of Retaining Wall at km 1/480-1/600 (RHS) |
| 91 | Construction of Retaining Wall at km 1/600-1/720 |
| 92 | Construction of Retaining Wall at km 1/720-1/840 |
| 93 | Construction of Retaining Wall at km 1/840-1/900 |
| 94 | Construction of Retaining Wall at km 1/900-2/000 |
| 95 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 96 | Basic cost of value put to tender as per estimate |
| 97 | Add GST at 18% |
| 98 | Total Value put to Tender |
| 99 | Differnce Amount (Excess/Less) |
| 100 | Quoted Amount (Basic Rate Only) |
| 101 | Add GST at 18% of of Quoted Amount |
| 102 | Total Value of Quoted Amount Including 18% of GST Basic cost of value put to tender as per Estimate Please Enable Macros to View BoQ information |
| 103 | Total Value of Quoted Amount Including 18% of GST Basic cost of value put to tender as per Estimate Please Enable Macros to View BoQ information |
