|
| 1 | Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for pickig and all other tools and plants employed of the work andincluding all other incidental charges etc., complete as per section 202 of MORTH Rev.5 |
| 2 | Road |
| 3 | 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., completeSpecification Number as per MORTH Rev.V 111,112,406,900. |
| 4 | Road |
| 5 | 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, complete as per clause 502 of MORTH Rev.5Specification Number as per MORTH Rev.V 111,112,502,900) |
| 6 | Road |
| 7 | 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 as per Clause 503 of MORTH Rev-5.Specification Number as per MORTH Rev.V 111,112,503,900). |
| 8 | Road |
| 9 | 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 as per clause 504 of MORTH.Rev.5(Specification Number as per MORTH Rev.V 111,112,504,900). |
| 10 | Road |
| 11 | 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 consolidatedby8-10tonne vibratory 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/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 CMPSpecification Number as per MORTH Rev.V 111,112,507,900. |
| 12 | Road |
| 13 | Carted earth including cost and conveyance an average lead of 1 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 MORTH Vth Rev., 304,305 |
| 14 | Road |
| 15 | Direction and Place Identification signs - Type - IV Providing and erecting 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) |
| 16 | Road |
| 17 | Providing R.C.C M-15 grade precast HM 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:805) |
| 18 | Road |
| 19 | 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:805) |
| 20 | Road |
| 21 | RCC Box CulvertDismantling the existing RR masonry in cement mortar upto 3.0 m height in the existing causeway 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 as per MORT&H Vth specification No.111, 112, 202. |
| 22 | Km.0/4 (2.0X2.0) |
| 23 | Km.1/2 (2.0X2.0) |
| 24 | Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as bailing 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 of Box Culvert (Specification No.111,112,304. |
| 25 | Km.0/4 (2.0X2.0) |
| 26 | Km.1/2 (2.0X2.0) |
| 27 | Plain Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, 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 BASE COURSE OF BOX CULVERTas per section 1000,1500,1700,2100,2200 of MORTH Rev.5 |
| 28 | Km.0/4 (2.0X2.0) |
| 29 | Km.1/2 (2.0X2.0) |
| 30 | Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, 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 FOOTING OF WING WALL as per section 1000,1500,1700,2100,2300 of MORTH Rev.5. |
| 31 | Km.0/4 (2.0X2.0) |
| 32 | Km.1/2 (2.0X2.0) |
| 33 | Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, 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 STEM OF WING WALL and Parapet as per section 1000,1500,1700,2100,2300 of MORTH Rev.5 |
| 34 | Km.0/4 (2.0X2.0) |
| 35 | Km.1/2 (2.0X2.0) |
| 36 | Vibrated Reinforced Cement Concrete M25 (Design mix) using ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site but excludingcost and fabrication of steel but including cost of formwork and centering, labour charges for mixing, transporting, laying, curingconcrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Bottom of Slab, Side Walls and Top Slab of Box Culvert as per section 1000,1500,1700,2100,2300 of MORTH Rev.5. |
| 37 | Km.0/4 (2.0X2.0) |
| 38 | Km.1/2 (2.0X2.0) |
| 39 | Supply and Fabrication of Fe-500 D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary 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, Fe-500 grade as per section 1600of MORTH Rev.5. |
| 40 | Km.0/4 (2.0X2.0) |
| 41 | Km.1/2 (2.0X2.0) |
| 42 | Vibrated Cement Concrete M30 design mixusing ISS size HBG graded metal including cost and conveyance of all materials to work site including cost of cement at site including all labour charges for mixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work, cost of pre moulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Top slab of Box culvert.as per section 1000,1500,1700,2702 of MORTH Rev.5. |
| 43 | Km.0/4 (2.0X2.0) |
| 44 | Km.1/2 (2.0X2.0) |
| 45 | Construction of granular sub- base Gr-V of 150 mm thick by providing close graded Material, mixing in a mechanical mix plantat 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 |
| 46 | Km.0/4 (2.0X2.0) |
| 47 | Km.1/2 (2.0X2.0) |
| 48 | 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 406 of MORTH Rev-5 (Specification Number as per MORTH Rev.V 111,112,406,900). |
| 49 | Km.0/4 (2.0X2.0) |
| 50 | Km.1/2 (2.0X2.0) |
| 51 | CC Pavement km 0/6Earthwork excavation in all classes of soil such as hard stiff clay, stiff black cotton soil, hard red earth, shales, muram, gravel, stone earth etc., depositing on bank with all leads and lifts as per SS 20 B and all other incidental charges such as baling out water, shoring, strutting, walling, and forming protective bund wherever necessary etc., complete as per standard specification directed by the Engineer as per MORTHNo. 111, 112, 304. for Foundation of Cut of wall |
| 52 | Km.0/2,0/4&0/8 |
| 53 | Construction of granular sub- base Gr-V of 100 mm thick by providing close graded Material, mixing in a mechanical mix plantat 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 as per section 111,112,401,900 of MORTH Rev.5. |
| 54 | Km.0/2,0/4&0/8 |
| 55 | 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.as per section 1000,1500,1700,2100 of MORTH Rev.5. |
| 56 | Km.0/2,0/4&0/8 |
| 57 | Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, 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 CUT OF WALL and Parapet as per section 1000,1500,1700,2200,2300 of MORTH Rev.5. |
| 58 | Km.0/2,0/4&0/8 |
| 59 | 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.as per section 602 of MORTH Rev.5. |
| 60 | Km.0/2,0/4&0/8 |
| 61 | Supply and Fabrication of Fe-500 D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary 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, Fe-500 grade as per section 1600of MORTH Rev.5. CC Pavement. |
| 62 | Km.0/2,0/4&0/8 |
| 63 | 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. as per standard specification directed by the Engineer |
| 64 | Km.0/2,0/4&0/8 |
| 65 | 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 as per section 602 of MORTH Rev.5.. |
| 66 | Km.0/2,0/4&0/8 |
| 67 | Retaining WallEarthwork 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 our 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.MORTH NO.111,112,304 Vth Rev. |
| 68 | Km.0/10 |
| 69 | Km.1/10 |
| 70 | Km.2/4 |
| 71 | VibratedCement Concrete of grade M20 Nominal Mix 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, etc, complete as per relevant standard specification for FOOTINGS OF RETAINING WALLS. as per clause 1000,1500,1700,2100,2200 of MORTH V Rev. |
| 72 | Km.0/10 |
| 73 | Km.1/10 |
| 74 | Km.2/4 |
| 75 | VibratedCement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG 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 including all other incidental charges etc; complete as per relevant standard specifications, for STEM OF RETAINING WALLS.MORTH NO 1000,1500,1700,200 |
| 76 | Km.0/10 |
| 77 | Km.1/10 |
| 78 | Km.2/4 |
| 79 | Providing and fixing seepage pipes of 110mm dia. PVC pipes of required lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN THE RETAININGWALL .as per section 2706 of MORTH Rev.5 |
| 80 | Km.0/10 |
| 81 | Km.1/10 |
| 82 | Km.2/4 |
| 83 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 84 | Sub Total Amount for above all items (excluding GST) |
| 85 | GST 18% for above SubTotal Amount |
| 86 | Total in Figures (SubTotal + GST) |
