| 2.1.1 | Earth 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 INPUTS | sqm | 129.85 |
| 2.2.1 | Earth 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 INPUTS | cum | 395.30 |
| 2.3.1 | Banking 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 INPUTS | cum | 197.90 |
| 2.4 | Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth3 PRICED INPUTS | cum | 5.25 |
| 2.5 | Deduct for not watering the excavated earth for banking1 PRICED INPUTS | cum | 14.25 |
| 2.6.1 | Earth 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 INPUTS | cum | 177.50 |
| 2.7.1 | Earth 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 INPUTS | cum | 498.90 |
| 2.7.2 | Earth 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 INPUTS | cum | 874.40 |
| 2.7.3 | Earth 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 INPUTS | cum | 1,432.95 |
| 2.8.1 | Earth 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 INPUTS | cum | 260.30 |
| 2.9.1 | Excavation 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 INPUTS | cum | 632.95 |
| 2.9.2 | Excavation 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 INPUTS | cum | 1,049.80 |
| 2.9.3 | Excavation 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 INPUTS | cum | 1,523.05 |
| 2.10.1.1 | Excavating 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 INPUTS | m length | 215.60 |
| 2.10.1.2 | Excavating 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 INPUTS | m length | 352.15 |
| 2.10.1.3 | Excavating 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 INPUTS | m length | 549.75 |
| 2.13.1.1 | Excavating 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 INPUTS | m | 403.30 |
| 2.13.1.2 | Excavating 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 INPUTS | m | 998.65 |
| 2.13.1.3 | Excavating 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 INPUTS | m | 1,149.10 |
| 2.13.2.1 | Excavating 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 INPUTS | m | 603.20 |
| 2.13.2.2 | Excavating 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 INPUTS | m | 1,493.60 |
| 2.13.2.3 | Excavating 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 INPUTS | m | 1,718.45 |
| 2.13.3.1 | Excavating 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 INPUTS | m | 826.80 |
| 2.13.3.2 | Excavating 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 INPUTS | m | 2,047.30 |
| 2.13.3.3 | Excavating 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 INPUTS | m | 2,355.75 |
| 2.14.1.1 | Extra 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 INPUTS | m length | 729.80 |
| 2.14.1.2 | Extra 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 INPUTS | m length | 867.45 |
| 2.14.2.1 | Extra 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 |
| 2.14.2.2 | Extra 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 INPUTS | m length | 1,297.40 |
| 2.14.3.1 | Extra 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 INPUTS | m length | 1,496.10 |
| 2.14.3.2 | Extra 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 INPUTS | m length | 1,778.15 |
| 2.15.1.1 | Extra 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 INPUTS | m length | 2,352.25 |
| 2.16.1 | Close 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 INPUTS | trench | 139.95 |
| 2.16.2 | Close 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 INPUTS | trench | 155.30 |
| 2.16.3 | Close 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 INPUTS | trench | 189.65 |
| 2.17.1 | Close 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 INPUTS | manholes | 151.50 |
| 2.17.2 | Close 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 INPUTS | manholes | 184.00 |
| 2.17.3 | Close 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 INPUTS | manholes | 218.20 |
| 2.18.1 | Close 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 INPUTS | area | 125.80 |
| 2.18.2 | Close 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 INPUTS | area | 144.10 |
| 2.18.3 | Close 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 INPUTS | area | 163.15 |
| 2.19 | Extra 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 INPUTS | a trench | 1,692.45 |
| 2.20.1 | Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered)Depth not exceeding 1.5 m6 PRICED INPUTS | a trench | 72.05 |
| 2.20.2 | Open 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 INPUTS | a trench | 81.60 |
| 2.20.3 | Open 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 INPUTS | a trench | 97.25 |
| 2.21.1 | Open 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 INPUTS | manholes | 66.40 |
| 2.21.2 | Open 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 INPUTS | manholes | 81.65 |
| 2.21.3 | Open 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 INPUTS | manholes | 101.85 |
| 2.22.1 | Open timbering over areas including strutting, shoring etc. complete. (Measurements to be taken of the face area timbered)Depth not exceeding 1.5 m5 PRICED INPUTS | area | 44.85 |
| 2.22.2 | Open 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 INPUTS | area | 54.95 |
| 2.22.3 | Open 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 INPUTS | area | 71.30 |
| 2.23 | Extra 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 INPUTS | a trench | 872.55 |
| 2.24.1 | Extra rates for quantities of works, executedIn or under water and/or liquid mud, including pumping out water as required0 PRICED INPUTS | metre depth | — |
| 2.24.2 | Extra rates for quantities of works, executedIn or under foul position, including pumping out water as required0 PRICED INPUTS | metre depth | — |
| 2.25 | Note 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 INPUTS | cum | 196.00 |
| 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 INPUTS | cum | 700.50 |
| 2.26.1 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materialsAll kinds of soil2 PRICED INPUTS | cum | 126.80 |
| 2.26.2 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materialsOrdinary or hard rock2 PRICED INPUTS | cum | 227.40 |
| 2.27 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete4 PRICED INPUTS | cum | 2,123.75 |
| 2.28.1 | Surface 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 INPUTS | sqm | 34.15 |
| 2.29.1 | Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the sameAll kinds of soil2 PRICED INPUTS | sqm | 34.60 |
| 2.30.1 | Excavating 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 INPUTS | hole | 82.45 |
| 2.30.2 | Excavating 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 INPUTS | hole | 194.25 |
| 2.30.3 | Excavating 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 INPUTS | hole | 319.30 |
| 2.30.4 | Excavating 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 INPUTS | hole | 461.30 |
| 2.31 | Clearing 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 INPUTS | sqm | 17.60 |
| 2.32 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared3 PRICED INPUTS | sqm | 8.95 |
| 2.33.1 | Felling 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 INPUTS | one tree | 532.35 |
| 2.33.2 | Felling 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 INPUTS | a tree | 2,373.50 |
| 2.33.3 | Felling 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 INPUTS | a tree | 11,020.15 |
| 2.33.4 | Felling 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 INPUTS | a tree | 22,075.20 |
| 2.34.1 | Supplying chemical emulsion in sealed containers including delivery as specifiedChlorpyriphos/ Lindane emulsifiable concentrate of 20%1 PRICED INPUTS | — | 234.75 |
| 2.35.1.1 | Diluting 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 INPUTS | metres | 38.90 |
| 2.35.2.1 | Diluting 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 INPUTS | metres | 53.45 |
| 2.35.3.1 | Diluting 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 INPUTS | sqm | 310.05 |
| 2.35.4.1 | Diluting 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 INPUTS | metres | 43.00 |
| 2.35.5 | Diluting 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 INPUTS | metres | 279.70 |
| 2.36 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineerin-charge2 PRICED INPUTS | cum | 93.05 |
| 2.37 | Supply 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 INPUTS | cum | 281.05 |
| 2.38 | Filling 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 INPUTS | cum | 308.20 |