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CPWD Analysis of Rates · Sub-head 2

Earth Work

80 rate analyses from the CPWD Delhi Analysis of Rates 2023 (Civil). Each shows the full material, labour and machinery build-up. Searchable, and free to view.

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Transcribed from the CPWD Delhi Analysis of Rates 2023 (Civil), Volumes I & II, effective 2023-09-14. Reference only — verify against the official source before pricing a bid. Open any item for its full cost build-up.

80 analyses

DescriptionUnit
2.1.1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-inChargeAll kinds of soil2 priced inputssqm129.85
2.2.1Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all liftAll kinds of soil8 priced inputscum395.30
2.3.1Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all liftAll kinds of soil7 priced inputscum197.90
2.4Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth3 priced inputscum5.25
2.5Deduct for not watering the excavated earth for banking1 priced inputscum14.25
2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineerin-chargeAll kinds of soil5 priced inputscum177.50
2.7.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-chargeOrdinary rock8 priced inputscum498.90
2.7.2Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-chargeHard rock (requiring blasting)10 priced inputscum874.40
2.7.3Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-chargeHard rock (blasting prohibited)9 priced inputscum1,432.95
2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mAll kinds of soil5 priced inputscum260.30
2.9.1Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 mOrdinary rock8 priced inputscum632.95
2.9.2Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 mHard rock (requiring blasting)10 priced inputscum1,049.80
2.9.3Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 mHard rock (blasting prohibited)9 priced inputscum1,523.05
2.10.1.1Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soilPipes, cables etc, not exceeding 80 mm dia2 priced inputsm length215.60
2.10.1.2Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soilPipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia2 priced inputsm length352.15
2.10.1.3Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soilPipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm2 priced inputsm length549.75
2.13.1.1Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : Ordinary rockPipes, cables etc. not exceeding 80 mm dia3 priced inputsm403.30
2.13.1.2Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : Ordinary rockPipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia3 priced inputsm998.65
2.13.1.3Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : Ordinary rockPipes, cables exceeding 300 mm dia but not exceeding 600 mm dia3 priced inputsm1,149.10
2.13.2.1Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : Hard rock (requiring blasting)Pipes, cables etc. not exceeding 80 mm dia3 priced inputsm603.20
2.13.2.2Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : Hard rock (requiring blasting)Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia3 priced inputsm1,493.60
2.13.2.3Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : Hard rock (requiring blasting)Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm dia3 priced inputsm1,718.45
2.13.3.1Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : Hard rock (blasting prohibited)Pipes, cables etc. not exceeding 80 mm dia3 priced inputsm826.80
2.13.3.2Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : Hard rock (blasting prohibited)Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia3 priced inputsm2,047.30
2.13.3.3Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : Hard rock (blasting prohibited)Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm dia3 priced inputsm2,355.75
2.14.1.1Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre) Ordinary rockPipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia4 priced inputsm length729.80
2.14.1.2Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre) Ordinary rockPipes, cables exceeding 300 mm dia but not exceeding 600 mm dia4 priced inputsm length867.45
2.14.2.1Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre) Hard rock (requiring blasting)Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia4 priced inputs—1,091.45
2.14.2.2Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre) Hard rock (requiring blasting)Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia4 priced inputsm length1,297.40
2.14.3.1Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre) Hard rock (blasting prohibited)Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia4 priced inputsm length1,496.10
2.14.3.2Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre) Hard rock (blasting prohibited)Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia4 priced inputsm length1,778.15
2.15.1.1Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 3m in depth but not exceeding 4.5 m. (Rate is over corresponding basic item for depth upto 1.5 metre) Ordinary rockPipes, cables exceeding 300 mm dia but not exceeding 600 mm dia5 priced inputsm length2,352.25
2.16.1Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered)Depth not exceeding 1.5 m6 priced inputstrench139.95
2.16.2Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered)Depth exceeding 1.5 m but not exceeding 3 m6 priced inputstrench155.30
2.16.3Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered)Depth exceeding 3 m but not exceeding 4.5 m6 priced inputstrench189.65
2.17.1Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered)Depth not exceeding 1.5 m6 priced inputsmanholes151.50
2.17.2Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered)Depth exceeding 1.5 m but not exceeding 3 m6 priced inputsmanholes184.00
2.17.3Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered)Depth exceeding 3 m but not exceeding 4.5 m6 priced inputsmanholes218.20
2.18.1Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered)Depth not exceeding 1.5 m6 priced inputsarea125.80
2.18.2Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered)Depth exceeding 1.5 m but not exceeding 3 m6 priced inputsarea144.10
2.18.3Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered)Depth exceeding 3 m but not exceeding 4.5 m6 priced inputsarea163.15
2.19Extra for planking, strutting and packing materials for cavities (in close timbering) if required to be left permanently in position. (Face area of timber permanently left to be measured)3 priced inputsa trench1,692.45
2.20.1Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered)Depth not exceeding 1.5 m6 priced inputsa trench72.05
2.20.2Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered)Depth exceeding 1.5 m but not exceeding 3 m6 priced inputsa trench81.60
2.20.3Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered)Depth exceeding 3 m but not exceeding 4.5 m6 priced inputsa trench97.25
2.21.1Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (Measurements to be taken of the face area timbered)Depth not exceeding 1.5 m6 priced inputsmanholes66.40
2.21.2Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (Measurements to be taken of the face area timbered)Depth exceeding 1.5 m but not exceeding 3 m6 priced inputsmanholes81.65
2.21.3Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (Measurements to be taken of the face area timbered)Depth exceeding 3 m but not exceeding 4.5 m6 priced inputsmanholes101.85
2.22.1Open timbering over areas including strutting, shoring etc. complete. (Measurements to be taken of the face area timbered)Depth not exceeding 1.5 m5 priced inputsarea44.85
2.22.2Open timbering over areas including strutting, shoring etc. complete. (Measurements to be taken of the face area timbered)Depth exceeding 1.5 m but not exceeding 3 m5 priced inputsarea54.95
2.22.3Open timbering over areas including strutting, shoring etc. complete. (Measurements to be taken of the face area timbered)Depth exceeding 3 m but not exceeding 4.5 m5 priced inputsarea71.30
2.23Extra for planking and strutting in open timbering if required to be left permanently in position. (Face area of the timber permanently left to be measured)3 priced inputsa trench872.55
2.24.1Extra rates for quantities of works, executedIn or under water and/or liquid mud, including pumping out water as required0 priced inputsmetre depth—
2.24.2Extra rates for quantities of works, executedIn or under foul position, including pumping out water as required0 priced inputsmetre depth—
2.25Note for item no. 2.24:- The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these difficult conditions. The unit, namely, metre depth, to be considered for payment, shall be the depth measured from the sub soil water level up to the centre of gravity of the qty executed in difficult conditions. The depth shall be reckoned correct to 0.10 m, (0.05 m or more shall be taken as 0.10 m and less than 0.05 m ignored.) Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift4 priced inputscum196.00
2.25(a)Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift7 priced inputscum700.50
2.26.1Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materialsAll kinds of soil2 priced inputscum126.80
2.26.2Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materialsOrdinary or hard rock2 priced inputscum227.40
2.27Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete4 priced inputscum2,123.75
2.28.1Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 mAll kinds of soil2 priced inputssqm34.15
2.29.1Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the sameAll kinds of soil2 priced inputssqm34.60
2.30.1Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 mAll kinds of soil2 priced inputshole82.45
2.30.2Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 mOrdinary rock2 priced inputshole194.25
2.30.3Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 mHard rock (requiring blasting)2 priced inputshole319.30
2.30.4Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 mHard rock (blasting prohibited)2 priced inputshole461.30
2.31Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared2 priced inputssqm17.60
2.32Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared3 priced inputssqm8.95
2.33.1Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable materialBeyond 30 cm girth upto and including 60 cm girth3 priced inputsone tree532.35
2.33.2Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable materialBeyond 60 cm girth upto and including 120 cm girth3 priced inputsa tree2,373.50
2.33.3Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable materialBeyond 120 cm girth upto and including 240 cm girth3 priced inputsa tree11,020.15
2.33.4Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable materialAbove 240 cm girth3 priced inputsa tree22,075.20
2.34.1Supplying chemical emulsion in sealed containers including delivery as specifiedChlorpyriphos/ Lindane emulsifiable concentrate of 20%1 priced inputs—234.75
2.35.1.1Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. completeWith Chlorpyriphos/ Lindane E.C. 20% with 1% concentration2 priced inputsmetres38.90
2.35.2.1Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration2 priced inputsmetres53.45
2.35.3.1Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floorWith Chlorpyriphos/Lindane E.C. 20% with 1% concentration3 priced inputssqm310.05
2.35.4.1Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the holeWith Chlorpyriphos/Lindane E.C. 20% with 1% concentration3 priced inputsmetres43.00
2.35.5Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion)Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same4 priced inputsmetres279.70
2.36Extra for levelling & neatly dressing of disposed soil completely as directed by Engineerin-charge2 priced inputscum93.05
2.37Supply and stacking of Fly ash conforming to IRC58 at site, including carriage, loading , unloading & stacking up to any lead (measured stacks will be reduced by 20% for payment)2 priced inputscum281.05
2.38Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge3 priced inputscum308.20

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