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| 1 | Clearing Scrub jungle by cutting removing and depositing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees upto 300mm girth. As per sec 201 of MORTH specification of rev.5 |
| 2 | Road |
| 3 | Construction of Granular sub-base Grade-V 150 mm thick 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 power roller to achieve the desired density, complete Specification Number as per MORTH Rev.V 111,112,401,900). |
| 4 | Road |
| 5 | Providing and laying, spreading and compacting graded stone aggregates toWet Mix Macadam 250mm. thickin two layers of 125mm each thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete As per clause 401 (Specification Number as per MORTH Rev.V 111,112,406,900). |
| 6 | Road |
| 7 | Providing and laying of 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, completeSpecification Number as per MORTH Rev.V 111,112,502,900) |
| 8 | Road |
| 9 | Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all otherincidental charges etc., complete .Specification Number as per MORTH Rev.V 111,112,503,900). |
| 10 | Road |
| 11 | Providing and laying 50mm consolidated thickBituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.22-2.36mm and 0.08 cum of 2.36mm and blow size IRC metal with 37 kg 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 plant20-30 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 section and consolidated by 8-10 tone vibrator rollerto the require density etc including labour for attending the paver to site, etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, paver finisher / vibrator roller and all other tools and plants required including fuel and all other incidental charges etc complete as per specification using CMP (Specification Number as per MORTH Rev.V 111,112,504,900). |
| 12 | Road |
| 13 | Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10 sqm 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 20-30ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 30mm with mechanical paver finisher to the specified grades and cross sections and consolidatedby8-10tonnewith bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic 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 Number as per MORTH Rev.V 111,112,507,900). |
| 14 | Road |
| 15 | Carted earth including cost and conveyance an average lead of 5 km to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for formation of side berms in accordance with standard specifications as per MORT&H Vth rev.304, 305. |
| 16 | Road |
| 17 | Providing R.C.C M-15 grade precast KM stone of standard design as per IRC-8-1980 and fixing in position including painting and printing etc., complete.(as per MORT&H specification No:804) |
| 18 | Road |
| 19 | Providing R.C.C M-15 grade precast HM stone of standard design as per IRC-26-1967 and fixing in position including painting and printing etc., complete.(as per MORT&H specification No:804) |
| 20 | Road |
| 21 | Direction and Place Identification signs - Type - IV Providing and erecting of direction and place identification Retro -Reflectorised signmade out of high intensity Prismatic Grade Sheeting confiming to TYPE- IVstandardsof IRC:67-2012 andASTM D 4956-09, specificationand fixed over 2mm thick aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mmm mild steel angle post 75x75x6mm with a clear height ofnot less than 2.10m from the ground level bottom of the sign board and 0.60 m below ground level . The sign post should be painted as per IRC 67-2012and firmly fixed to the ground by means of properlydesigned foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materail, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion ofthe work as directed by engineer in charge. High intensityRetro Reflectro Sheet shall consist of minimmum coefficient of Retro reflection as per table 6.6 of IRC 67- 2012. The Retro-reflective sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoorexposure report shall be obtained as perof IRC 67:2012 Specification (as per MoRT&H Specification. No.801)for Scheme board (More than 0.90 sqm) |
| 22 | Road |
| 23 | CC PavementEarth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring, structing, walling and forming protective bunds wherever necessary, etc., complete as per the relevant standard specification for Cut off wall |
| 24 | KM.0/6 - 0/10 |
| 25 | Construction of Granular sub-base Grade-V 150 mm thick 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 power roller to achieve the desired density, complete Specification Number as per MORTH Rev.V 111,112,401,900). |
| 26 | KM.0/6 - 0/10 |
| 27 | Cement Concrete of Grade M10 (nominal mix 1:3:6) using 40 mm ISS HBG metal including cost and conveyance all materials to site including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidetal charges etc., complete as per Standard Specification for levelling course below Cement Concrete Pavement. |
| 28 | KM.0/6 - 0/10 |
| 29 | Vibrated Cement Concrete of Grade M20 using 40 mm ISS HBG metal including cost and conveyance all materials to site including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidetal charges etc., complete,as per relevant standard specifications for cut off wall. |
| 30 | KM.0/6 - 0/10 |
| 31 | Vibrated Cement concrete of M30 Grade (Design mix) using ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site and including labour charges for mixing, transporting, laying, curing concrete, hire charges for tools and plants including all other incidental charges etc., complete as per relevant standard specifications for CC Pavement. |
| 32 | KM.0/6 - 0/10 |
| 33 | Supply and fabrication of Steel including cost of steel at site and cost of fabrication labour charges for cleaning the rods, straightening, cutting, bending, tying grills and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire. |
| 34 | KM.0/6 - 0/10 |
| 35 | Providing and fixing of Separable impermeable plastic sheet of thickness 125 micron including sealant including cost and conveyance of all materials to work site and labour charges for fixing etc., complete. |
| 36 | KM.0/6 - 0/10 |
| 37 | Providing expansion and contraction joints in both the longitudinal and transverse direction using bituminous pads of 20mm thickness including all cost, conveyance and all labour charges for fixing them in position as per the standard specification. |
| 38 | KM.0/6 - 0/10 |
| 39 | Apron For Existing Box CulvertEarthwork excavation in all classes of soil except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling out water, providing and maintaining necessary cofferdams, 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 clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OFRETAINING WALLS. as per sec.111,112,304 ofMORTH specification rev.5 |
| 40 | KM.0/2 |
| 41 | VibratedCement Concrete of grade M20 Nominal Mix 1.1:5:3 using 40mm ISS size HBG metalincluding cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for FOOTINGS OF RETAINING WALLS. as per sec.1000,1500,1700,2100,2200 ofMORTH specification rev.5 |
| 42 | KM.0/2 |
| 43 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 44 | Sub Total Amount for above all items (excluding GST) |
| 45 | GST 18% for above SubTotal Amount |
| 46 | Total in Figures (SubTotal + GST) |
