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| 1 | Picking the existing BT surface upto 50mm depth as directed bythe departmental officers and collecting the picked up salvagedmetal and stacking the same for reuse and deposting the debris excludingcost of materials including all labour charges for pickig and all othertools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification. (Morth No. 111, 112, 202) |
| 2 | Road E |
| 3 | Road F |
| 4 | 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 Boxing(Morth No. 111, 112, 301, 305,900) |
| 5 | Road A |
| 6 | 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 soil compactor to achieve the desired density, complete as per clause 401- for grading- VMaterial (Morth No. 111, 112, 401, 900) |
| 7 | Road A |
| 8 | 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 soil compactor to achieve the desired density, complete as per clause 401for grading- IIIMaterial (Morth No. 111, 112, 401, 900) |
| 9 | Road A |
| 10 | 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 soil compactor 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) |
| 11 | Road A |
| 12 | Road E |
| 13 | Road F |
| 14 | 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) |
| 15 | Road A |
| 16 | Road E |
| 17 | Road F |
| 18 | Providing and laying Tack Coat overCement Concrete surface using 3.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for macinery, fuel and all other incidentalcharges etc., complete as per Clause 503 of MORTH Rev-5r (Morth No. 111, 112, 501, 502, 900) |
| 19 | Road E |
| 20 | Road F |
| 21 | 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 perClause 503 of MORTH Rev-5(Morth No. 111, 112, 501, 502, 900) |
| 22 | Road A |
| 23 | Road E |
| 24 | Road F |
| 25 | Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consistofconstructioninasinglecourse base/bindercourse confirming to the specfication on a previously prepared base, (using Mini HotMixPlantandPower Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works) (Morth No. 111, 112, 501, 504, 900, 3004) |
| 26 | Road B |
| 27 | Road C |
| 28 | Road D |
| 29 | Road G |
| 30 | 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-5(Morth No. 111, 112, 501, 502, 900) |
| 31 | Road A |
| 32 | Road B |
| 33 | Road C |
| 34 | Road D |
| 35 | Road E |
| 36 | Road F |
| 37 | Road G |
| 38 | Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs 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 site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5. Grading I (Table 500-7). (Morth No. 111, 112, 501, 504, 900) |
| 39 | Road A |
| 40 | Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs 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 required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 of MORTH Specification - Grading II (Table 500-7). (Morth No. 111, 112, 501, 504, 900) |
| 41 | Road B |
| 42 | Road C |
| 43 | Road D |
| 44 | Road E |
| 45 | Road F |
| 46 | Road G |
| 47 | Providing and laying Bituminous Concrete to 30mm 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 Specification complete in all respects - Grading II (Morth No. 111, 112, 501, 507,900) |
| 48 | Road A |
| 49 | Road B |
| 50 | Road C |
| 51 | Road D |
| 52 | Road E |
| 53 | Road F |
| 54 | Road G |
| 55 | 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, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, 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 making up of low berms with conveyance (Morth No. 111, 112, 301, 305,900). |
| 56 | Road B |
| 57 | Road C |
| 58 | Road D |
| 59 | Road G |
| 60 | CONSTRUCTION OF ROUNDABOUT AND ISLAND |
| 61 | 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 foundation. (Morth No. 111, 112, 304) |
| 62 | Road A |
| 63 | 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. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 64 | Road A |
| 65 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Roundabout & Island (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 66 | Road A |
| 67 | Filling behind Roundabout & Island using foundation earth including cost and conveyance of of all materials to worksite including labour charges for filling laying compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers inclusive and all other incidental charges etc., complete (Morth No. 304, 900) |
| 68 | Road A |
| 69 | Providing and fixing 110 mm dia PVC seepage pipes of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and conveyance of all materials tto worksite, cost and labour for semisperial backfill arrangements with 100 mm size broken granite stones at the periphery and labour charges for fixing etc. complete to drain the backfill as per standard specification. (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 70 | Road A |
| 71 | BOXCULVERT |
| 72 | Dismantling the PCC Masonry walls, clearing away and carefully stacking materials useful for reuse for any thickness of wallsetc, complete (Morth No. 111, 112, 202) |
| 73 | Road E |
| 74 | Road F |
| 75 | 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 foundation. (Morth No. 111, 112, 304) |
| 76 | Road E |
| 77 | Road F |
| 78 | Filling under the box culvert with Quarry Dust filling including cost and conveyance of quarrydust to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for filling under the Box . (Morth No. 111, 112, 304, 900) |
| 79 | Road E |
| 80 | Road F |
| 81 | VibratedCement 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 Box Culvert and Wing wall. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 82 | Road E |
| 83 | Road F |
| 84 | Vibrated Reinforced Cement Concrete of grade M25(Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvertt.(Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 85 | Road E |
| 86 | Road F |
| 87 | Supply and fabrication of STEEL grade Fe500D with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. ( 16 mm and Below 16mm Dia)(Morth No. 1000, 1500, 1600, 900) |
| 88 | Road E |
| 89 | Road F |
| 90 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for FOUNDATION OF WING WALL. (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 91 | Road E |
| 92 | Road F |
| 93 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for WING WALL. (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 94 | Road E |
| 95 | Road F |
| 96 | Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc, complete. (Morth No. 2600, 900) |
| 97 | Road E |
| 98 | Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for APPROACH SLAB(Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 99 | Road E |
| 100 | Refilling behind Wing wall using foundation earth including cost and conveyance of of all materials to worksite including labour charges for filling laying compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers inclusive and all other incidental charges etc., complete FOR WINIG WALL(Morth No. 304, 900) |
| 101 | Road E |
| 102 | Road F |
| 103 | Providing and fixing 110 mm dia PVC seepage pipes of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and conveyance of all materials tto worksite, cost and labour for semisperial backfill arrangements with 100 mm size broken granite stones at the periphery and labour charges for fixing etc. complete to drain the backfill as per standard specification. (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 104 | Road E |
| 105 | Road F |
| 106 | PROTECTIVE WALL |
| 107 | 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 foundation. (Morth No. 111, 112, 304) |
| 108 | Road A |
| 109 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., completefor Below Sill of Protective wall (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 110 | Road A |
| 111 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for above Sill of Protective wall (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 112 | Road A |
| 113 | Providing and fixing 110 mm dia PVC sepage pipes of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and conveyance of all materials tto worksite, cost and labour for semisperial backfill arrangements with 100 mm size broken granite stones at the periphery and labour charges for fixing etc. complete to drain the backfill as per standard specification. (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 114 | Road A |
| 115 | Refilling behind body wall using foundation earth including cost and conveyance of of all materials to worksite including labour charges for filling laying compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers inclusive and all other incidental charges etc., complete FOR RETAINIG WALL(Morth No. 304, 900) |
| 116 | Road A |
| 117 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 118 | Basic cost of value put to tender as per estimate |
| 119 | Add GST at 18% |
| 120 | Total Value put to Tender |
| 121 | Differnce Amount (Excess/less) |
| 122 | Quoted Amount (Basic Rate Only) |
| 123 | Add GST at 18% of Quoted Amount |
| 124 | Total Value of Quoted Amount including 18% of GST |
| 125 | Basic cost of value put to tender as per Estimate |
| 126 | Quoted Rate in Figures (Total Value of Quoted Amount Including 12% of GST ) |
