|
| 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 picking and all othertools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications as per MORTH Rev. V Clause No. 111, 112, 202 |
| 2 | ROAD E |
| 3 | 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 tool and equipments and all other incidental charges such as baling our water,sheeting, shoring, bracing and their subsequent removal, removal and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., indicated by the Engineer as per Box Cutting |
| 4 | ROAD A |
| 5 | ROAD B |
| 6 | ROAD C |
| 7 | Granular Sub-Base with Close Graded Material 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-V Material (Filter/ Separation Layer at Bottom) |
| 8 | ROAD A |
| 9 | ROAD B |
| 10 | ROAD C |
| 11 | Granular Sub-Base with Close Graded Material 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-III Material (Drainage Layer at Top) |
| 12 | ROAD A |
| 13 | ROAD B |
| 14 | ROAD C |
| 15 | WET MIX MACADAMProviding, 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 |
| 16 | ROAD A |
| 17 | ROAD B |
| 18 | ROAD C |
| 19 | ROAD E |
| 20 | Prime Coat Over WBM/ WMM SurfaceProviding 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 |
| 21 | ROAD A |
| 22 | ROAD B |
| 23 | ROAD C |
| 24 | ROAD E |
| 25 | Tack Coat Over Primed SurfaceProviding 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 asperClause 503 of MORTH Rev-5 |
| 26 | ROAD A |
| 27 | ROAD B |
| 28 | ROAD C |
| 29 | ROAD E |
| 30 | Tack Coat Over Existing BT SurfaceProviding 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 |
| 31 | ROAD A |
| 32 | ROAD B |
| 33 | ROAD C |
| 34 | ROAD D |
| 35 | ROAD E |
| 36 | BM (Grade-II) 50mm Thick Using VG30 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 |
| 37 | ROAD A |
| 38 | ROAD B |
| 39 | ROAD D |
| 40 | ROAD E |
| 41 | DBM (Grade-I) 75mm Thick Using VG30 BitumenProviding, 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. |
| 42 | ROAD C |
| 43 | BC 30/40mm Thick (Grade-II) Using VG30 BitumenProviding 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. |
| 44 | ROAD A |
| 45 | ROAD B |
| 46 | ROAD C |
| 47 | ROAD D |
| 48 | ROAD E |
| 49 | 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. |
| 50 | ROAD A |
| 51 | ROAD B |
| 52 | ROAD C |
| 53 | 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 |
| 54 | ROAD D |
| 55 | ROAD E |
| 56 | Dismantling of Existing RR masonry including T&P and scaffolding wherever necessary, sorting the dismantled materials, disposal of unserviceable material and stacking carefully the serviceable materials with all lead and lift without causing any detrimental effects taking all necessary safety precautions and traffic damaged pipe culvert and Box culvert |
| 57 | ROAD B Box culvert 1/10 |
| 58 | ROAD B Box culvert 2/2 |
| 59 | ROAD B Box culvert 3/6 |
| 60 | Dismantling the existing structure and cleaning away carefully the site and stacking useful materials for reuse for any thickness (CCwall). |
| 61 | ROAD C Pipe culvert 12/10 |
| 62 | ROAD C Pipe culvert 13/4,13/8 |
| 63 | Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation FOUNDATION OF BOX CULVERT AND RETURN WALL. |
| 64 | ROAD B Box culvert 1/10 |
| 65 | ROAD B Box culvert 2/2 |
| 66 | ROAD B Box culvert 3/6 |
| 67 | ROAD C Pipe culvert 12/10 |
| 68 | ROAD C Pipe culvert 13/4,13/8 |
| 69 | Vibrated Cement Concrete M15 grade (Nominal Mix 1:2:4) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixingtransporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for LEVELLING COURSE OF BOX CULVERT |
| 70 | ROAD B Box culvert 1/10 |
| 71 | ROAD B Box culvert 2/2 |
| 72 | ROAD B Box culvert 3/6 |
| 73 | Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BOTTOM SLAB OF BOX CULVERT. |
| 74 | ROAD B Box culvert 1/10 |
| 75 | ROAD B Box culvert 2/2 |
| 76 | ROAD B Box culvert 3/6 |
| 77 | Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BODY WALL OF BOX CULVERT. |
| 78 | ROAD B Box culvert 1/10 |
| 79 | ROAD B Box culvert 2/2 |
| 80 | ROAD B Box culvert 3/6 |
| 81 | Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for TOP SLAB OF BOX CULVERT. |
| 82 | ROAD B Box culvert 1/10 |
| 83 | ROAD B Box culvert 2/2 |
| 84 | ROAD B Box culvert 3/6 |
| 85 | Supply and fabrication of steel Grade Fe-500 / required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification. |
| 86 | ROAD B Box culvert 1/10 |
| 87 | ROAD B Box culvert 2/2 |
| 88 | ROAD B Box culvert 3/6 |
| 89 | Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Parapet. |
| 90 | ROAD B Box culvert 1/10 |
| 91 | ROAD B Box culvert 2/2 |
| 92 | ROAD B Box culvert 3/6 |
| 93 | VibratedCement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF RETURN WALL. |
| 94 | ROAD B Box culvert 1/10 |
| 95 | ROAD B Box culvert 2/2 |
| 96 | ROAD B Box culvert 3/6 |
| 97 | VibratedCement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL.-Below sill |
| 98 | ROAD B Box culvert 1/10 |
| 99 | ROAD B Box culvert 2/2 |
| 100 | ROAD B Box culvert 3/6 |
| 101 | VibratedCement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL - Above sill |
| 102 | ROAD B Box culvert 1/10 |
| 103 | ROAD B Box culvert 2/2 |
| 104 | ROAD B Box culvert 3/6 |
| 105 | Excavation including removal and satisfactory disposal of all materials necessary for the construction ofroad way and side drains inaccordance with specifications and the lines, grades and crosssections shown in the drawingsor as indicatedby the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 95% compacion. |
| 106 | ROAD B Box culvert 1/10 |
| 107 | ROAD B Box culvert 2/2 |
| 108 | ROAD B Box culvert 3/6 |
| 109 | Excavation including removal and satisfactory disposal of all materials necessary for the construction ofroad way and side drains inaccordance with specifications and the lines, grades and crosssections shown in the drawingsor as indicatedby the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 97% compacion and for approch road both side of Culvert |
| 110 | ROAD B Box culvert 1/10 |
| 111 | ROAD B Box culvert 2/2 |
| 112 | ROAD B Box culvert 3/6 |
| 113 | Supply and Hoisting of NP 3 class RCC 1000 mm dia. pipessupplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipeas a finished workincluding all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmentalofficers etc., complete. |
| 114 | ROAD B Box culvert 1/10 |
| 115 | ROAD B Box culvert 2/2 |
| 116 | ROAD B Box culvert 3/6 |
| 117 | Providing andlaying Gravel soling forspecifiedthick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers for DIVERSION ROAD |
| 118 | ROAD B Box culvert 1/10 |
| 119 | ROAD B Box culvert 2/2 |
| 120 | ROAD B Box culvert 3/6 |
| 121 | Plain Cement Concrete 1:2:4 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for FOUNDATION |
| 122 | ROAD C Pipe culvert 12/10 |
| 123 | ROAD C Pipe culvert 13/4,13/8 |
| 124 | Vibrated Cement Concrete 1:2:4 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for Body wall (Below sill level). |
| 125 | ROAD C Pipe culvert 12/10 |
| 126 | ROAD C Pipe culvert 13/4,13/8 |
| 127 | Vibrated Cement Concrete 1:2:4 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for Body wall (Above sill level). |
| 128 | ROAD C Pipe culvert 12/10 |
| 129 | ROAD C Pipe culvert 13/4,13/8 |
| 130 | Laying jointing and fixing of in position RCC Home pipes NP4 class 900mm dia with suitable collars with cement 1:2 excluding cost and conveyance of pipe and collars which will be supplied by the contractor at site, including all labour for laying and cost of joints for the work of reconstruction of culverts. |
| 131 | ROAD C Pipe culvert 12/10 |
| 132 | ROAD C Pipe culvert 13/4,13/8 |
| 133 | Filling in between bodywall with quarry dust including cost and conveyance to site including labour charges for filling layers watering ,tamping under obtinum moisture content to get maximam density and all incidental charges etc,complete. |
| 134 | ROAD C Pipe culvert 12/10 |
| 135 | ROAD C Pipe culvert 13/4,13/8 |
| 136 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 137 | Basic cost of value put to tender as per estimate |
| 138 | Add GST at 18% |
| 139 | Total Value put to Tender |
| 140 | Negotiated Percentage |
| 141 | Final Negotiated Value |
| 142 | Add GST at 18% of Final Negotiated Value |
| 143 | Total Value of Contract Including 18% of GST |
| 144 | Basic cost of value put to tender as per Estimate |
| 145 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
