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| 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 picking 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 | 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 |
| 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., completeSpecification 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, complete Specification 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 13.20-2.36mm 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 vibratory rollerto the required 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 consolidatedby8-10 tone vibratoryto the required density etc including labour for attending the paver to site, etc including hire charges and fuel charges for 20-30 ton CMPwith 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. |
| 14 | Road |
| 15 | 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 |
| 16 | Road |
| 17 | Provision for Scheme Board Direction and Place Identification signs - Type IV. Providing and erecting Direction and place Identification Retro reflectorised sign made out of high Intensity Prismatic Grade sheeting confirming to type IV standards of IRC - 67: 2012 and ASTM D 4956-09. Specification and fixed over 2 mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angel and supported on a mild steel angel post 75 X 75 X 6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painte as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm X 45cm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum co efficient of Retro - reflection as per Table 6.6 of IRC67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67.2012. (as per MORT & H Specification No 801) (For Sign having area more than 0.90qm) TYPE -IV |
| 18 | Road |
| 19 | 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 |
| 20 | Road |
| 21 | 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 |
| 22 | Road |
| 23 | RCC Box CulvertDismantling culverts bridges and other structures dismantling savaging and removal and disposing off resulting materials and back filling trenches and pits etc., forRR Stone Masonry as per MORT & H specification 111,112,202 |
| 24 | Km.0/6 (2.0X2.0) |
| 25 | 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.) |
| 26 | Km.0/6 (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.0/6 (2.0X2.0) |
| 29 | 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 for footing of wing wall of Box culvertas per section 1000,1500,1700,2100,2300 of MORTH Rev.5 |
| 30 | Km.0/6 (2.0X2.0) |
| 31 | 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 over Box culvert as per section 1000,1500,1700,2200,2300 of MORTH Rev.5. |
| 32 | Km.0/6 (2.0X2.0) |
| 33 | Vibrated Reinforced Cement Concrete M25 (Design mix) using 20mm 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 1000,1500,1700,2200,2300 of MORTH Rev.5. |
| 34 | Km.0/6 (2.0X2.0) |
| 35 | 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, as per section 1600of MORTH Rev.5. |
| 36 | Km.0/6 (2.0X2.0) |
| 37 | 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. |
| 38 | Km.0/6 (2.0X2.0) |
| 39 | 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 |
| 40 | Km.0/6 (2.0X2.0) |
| 41 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thickin two layer of 125mm each thick specification including pre mixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc., complete Specification Number as per MORTH Rev.V 111,112,406,900. |
| 42 | Km.0/6 (2.0X2.0) |
| 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) |
