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| 1 | Road Work |
| 2 | Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH Vth Rev., 111, 112 & 201 a) box cutting for widening portion |
| 3 | Road A |
| 4 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (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 earth Compactor to achieve the desired density, complete as per clause 401 ) - for Grading V Material. as per MORT&H Rev. V |
| 5 | Road A |
| 6 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (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 earth Compactor to achieve the desired density, complete as per clause 401 ) - for Grading III Material. as per MORT&H Rev. V |
| 7 | Road A |
| 8 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam, 250 mm 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 |
| 9 | Road A |
| 10 | Providing and laying Prime Coat overWMM surface using Pressure Distributor at the rate of7 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 |
| 11 | Road A |
| 12 | Providing and laying Tack Coat overWMM surface (treated with primer) using Pressure Distributor at the rate of2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material,labourcharges, rentals for machinery, fuel and all other incidental charges etc., complete as |
| 13 | Road A |
| 14 | Providing and laying Tack Coat over Existing BT surface using Pressure Distributor at the rate of2 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-5 |
| 15 | Road A |
| 16 | Road B |
| 17 | DBM (Grade-I) 75mm Thick Using VG30 BitumenProviding,laying 75mm consolidated thick Dense BituminousMacadam 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 requiredtemperature in central hotmixplant20-30ton 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, Vibratoryroller 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. |
| 18 | Road A |
| 19 | BM (Grade-II) 50mm Thick Using VG30Providing and laying Bituminous Macadam to 50mm thick (Grade I) using 0.20 cum of 26.5-13.20 mm, 0.43 cum of 13.20-2.36 mm and below and with 37 kgs of VG30 bitumen for premixing per 10 sqm of 50mm thick including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hotmix plant 20-30 ton 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 charges and fuel charges for 20-30t 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 clause 504 of MORTH. |
| 20 | Road A |
| 21 | Road B |
| 22 | BC 30mm Thick (Grade-II) Using VG30 BitumenProviding 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 of 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 30mm 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 |
| 23 | Road A |
| 24 | Road B |
| 25 | 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 engineer. |
| 26 | Road A |
| 27 | Road B |
| 28 | RECONSTRUCTION OF BOX CULVERTS |
| 29 | Dismantling the existing Random Rubble Masonry in Cement Mortar in the existing causeway / bridge and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete |
| 30 | Reconstruction Box of Culvert at Km 0/2 |
| 31 | Reconstruction Box of Culvert at Km 0/4 |
| 32 | Reconstruction Box of Culvert at Km 1/2 |
| 33 | Dismantling the existing Cut stone slab in the existing causeway / bridge and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete |
| 34 | Reconstruction Box of Culvert at Km 0/2 |
| 35 | Reconstruction Box of Culvert at Km 0/4 |
| 36 | Reconstruction Box of Culvert at Km 1/2 |
| 37 | Dismantling the existing PCC in the existing causeway / bridge and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete |
| 38 | Reconstruction Box of Culvert at Km 0/2 |
| 39 | Reconstruction Box of Culvert at Km 0/4 |
| 40 | Reconstruction Box of Culvert at Km 1/2 |
| 41 | Earth work Excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete and in accordance with standard specification forfoundation of Body wall , box culvertas per MORTH Vth Rev., 304. |
| 42 | Reconstruction Box of Culvert at Km 0/2 |
| 43 | Reconstruction Box of Culvert at Km 0/4 |
| 44 | Reconstruction Box of Culvert at Km 1/2 |
| 45 | Plain 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 |
| 46 | Reconstruction Box of Culvert at Km 0/2 |
| 47 | Reconstruction Box of Culvert at Km 0/4 |
| 48 | Reconstruction Box of Culvert at Km 1/2 |
| 49 | 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. |
| 50 | Reconstruction Box of Culvert at Km 0/2 |
| 51 | Reconstruction Box of Culvert at Km 0/4 |
| 52 | Reconstruction Box of Culvert at Km 1/2 |
| 53 | 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. |
| 54 | Reconstruction Box of Culvert at Km 0/2 |
| 55 | Reconstruction Box of Culvert at Km 0/4 |
| 56 | Reconstruction Box of Culvert at Km 1/2 |
| 57 | 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. |
| 58 | Reconstruction Box of Culvert at Km 0/2 |
| 59 | Reconstruction Box of Culvert at Km 0/4 |
| 60 | Reconstruction Box of Culvert at Km 1/2 |
| 61 | 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. |
| 62 | Reconstruction Box of Culvert at Km 0/2 |
| 63 | Reconstruction Box of Culvert at Km 0/4 |
| 64 | Reconstruction Box of Culvert at Km 1/2 |
| 65 | Vibrated Cement Concrete M20 Grade (Nominal mix) 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. |
| 66 | Reconstruction Box of Culvert at Km 0/2 |
| 67 | Reconstruction Box of Culvert at Km 0/4 |
| 68 | Reconstruction Box of Culvert at Km 1/2 |
| 69 | Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Hire charges for Tools and plants and incidental charges etc., complete as per relevent standard specification for FOOTINGS OF RETURN WALL. |
| 70 | Reconstruction Box of Culvert at Km 0/2 |
| 71 | Reconstruction Box of Culvert at Km 0/4 |
| 72 | Reconstruction Box of Culvert at Km 1/2 |
| 73 | Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Hire charges for Tools and plants and incidental charges etc., complete as per relevent standard specification for STEM OF RETURN WALL- BELOW SILL LEVEL |
| 74 | Reconstruction Box of Culvert at Km 0/2 |
| 75 | Reconstruction Box of Culvert at Km 0/4 |
| 76 | Reconstruction Box of Culvert at Km 1/2 |
| 77 | Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Hire charges for Tools and plants and incidental charges etc., complete as per relevent standard specification for STEM OF RETURN WALL- ABOVE SILL LEVEL |
| 78 | Reconstruction Box of Culvert at Km 0/2 |
| 79 | Reconstruction Box of Culvert at Km 0/4 |
| 80 | Reconstruction Box of Culvert at Km 1/2 |
| 81 | 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 and for approach road on both sides of culvert |
| 82 | Reconstruction Box of Culvert at Km 0/2 |
| 83 | Reconstruction Box of Culvert at Km 0/4 |
| 84 | 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 approach road on both sides of culvert |
| 85 | Reconstruction Box of Culvert at Km 0/2 |
| 86 | Reconstruction Box of Culvert at Km 0/4 |
| 87 | 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. |
| 88 | Reconstruction Box of Culvert at Km 0/2 |
| 89 | Reconstruction Box of Culvert at Km 0/4 |
| 90 | 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 |
| 91 | Reconstruction Box of Culvert at Km 0/2 |
| 92 | Reconstruction Box of Culvert at Km 0/4 |
| 93 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 94 | Basic cost of value put to tender as per estimate |
| 95 | Add GST at 18% |
| 96 | Total Value put to Tender |
| 97 | Quoted Percentage |
| 98 | Quoted Value |
| 99 | Add GST at 18% of Final Quoted Value |
| 100 | Total Value of Contract Including 18% of GST |
| 101 | Basic cost of value put to tender as per Estimate |
| 102 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
| 103 | Quoted Rate in Words |
