Protection Work at Bhurarahi, Mahadalit Tola Ward No-04 in Supaul along the Parwane Dhar under Drainage Division Raghopur (Agenda No.-245/31/2026)

Bill Of Quantity

Name of Work:-Protection Work at Bhurarahi, Mahadalit Tola Ward No.-04 in Supaul along the Parwane Dhar under Drainage Division Raghopur

Agenda No.-245/31/2026

Amount:-5411669.00

Date of Completion of Work :- 15.05.2026

S.No. ITEM OF WORK Quntity Unit Rate Amount

1 E/W in Exavation of foundation trenches in ordinery soil (vidr classification of soil item A)and disposal of Excavated earth so obtained to a distance up to 50 m& Average lift of 1.50 m including leveling ramming the foundation trenches removing the roots of shrubs etc all complete & as per specification and direction of E/I . 54.00 Cum 197.9 10686.6

2 Trimming and fine dressing the side slope of embankment/canal (for preparation of soil for lining or precast p.c.c slab ) to proper section and Profile and disposal of soil at a suitable place complete job.. As per specification and direction of E/I . 1125.00 sqm. 34.80 39,150.00

3 Provinding Laying and filling Geo bags of size 1.0mx0.70m, weight of Geo bag 420 gm volume of filled Geo bag 0.07 Cum ,weight of filled bag 126 kg with local sand including stiching in four lines by approved nylon thread with stiching machine and generator, stacking and placing in P.P.rope Gabion of size 1.8m*1.80m*0.50m after loading,unloading and carriage with help of trolley within 150 m lead including cess all complete as per specification and direction of E/I. 250.00 Nos. 5890.50 1,472,625.00

4 Re-setting of filled old geo bag with loading,unloading and carriage with the help of trolley within 150m lead all complete as per specification and direction of E/I. 56.00 Nos. 53.80 3,012.80

5 Provinding Laying and filling Geo bags of size 1.0m*0.70m(Type A 300 GSM nonwoven) weight of Geo bag 420 gm volume of filled Geo bag 0.07 Cum ,weight of filled bag 126 kg with local sand including stiching in four lines by approved nylon thread with stiching machine and generator, stacking and placing after loading,unloading and carriage with help of trolley within 150 m lead including cess all complete as per specification and direction of E/I. 4486.00 Nos. 198.20 889,125.20

6 Providing and layingof a geo Textile Filter between pitiching and embankment slope on which pitiching is laid to prevent escape of the embankment materials though the voids of the stone pitiching /cement concrete blockas well as to allow free movement of water without creating any uplift head on the pitiching as per specification & direction of E/I. 1980.00 sqm. 138.20 273,636.00

7 Supply of New bag and N.C with labour for filling New E.C bag with local sand (volume of filled bag 1.2 cft and weight 50kg),stiching on two lines by approved nylon thread with stiching machine & generator,Stacking the bags and placing in Nylon crate of size (1mx1mx1m) with a lead of 150m including supply of nylon threads etc , placing the filled crates in water portion within a lead of 30m,all complete as per approved design,specification and direction of E/I. 1230.00 Nos. 1115.50 1,372,065.00

8 Carriage of Local Sand L- 2km(S)+1km(K) 1673.90 Cum 279.60 468,022.44

Add Cess @1% 45,283.23

Add Seigniorage fee 10% 1673.90 *75*10% 12,554.25

Bill Of Quantity

Name of Work:-Protection Work at Bhurarahi, Mahadalit Tola Ward No.-04 in Supaul along the Parwane Dhar under Drainage Division Raghopur

Agenda No.-245/31/2026

Amount:-5411669.00

Date of Completion of Work :- 15.05.2026

S.No. ITEM OF WORK Quntity Unit Rate Amount

1 E/W in Exavation of foundation trenches in ordinery soil (vidr classification of soil item A)and disposal of Excavated earth so obtained to a distance up to 50 m& Average lift of 1.50 m including leveling ramming the foundation trenches removing the roots of shrubs etc all complete & as per specification and direction of E/I . 54.00 Cum 197.9 10686.6

2 Trimming and fine dressing the side slope of embankment/canal (for preparation of soil for lining or precast p.c.c slab ) to proper section and Profile and disposal of soil at a suitable place complete job.. As per specification and direction of E/I . 1125.00 sqm. 34.80 39,150.00

3 Provinding Laying and filling Geo bags of size 1.0mx0.70m, weight of Geo bag 420 gm volume of filled Geo bag 0.07 Cum ,weight of filled bag 126 kg with local sand including stiching in four lines by approved nylon thread with stiching machine and generator, stacking and placing in P.P.rope Gabion of size 1.8m*1.80m*0.50m after loading,unloading and carriage with help of trolley within 150 m lead including cess all complete as per specification and direction of E/I. 250.00 Nos. 5890.50 1,472,625.00

4 Re-setting of filled old geo bag with loading,unloading and carriage with the help of trolley within 150m lead all complete as per specification and direction of E/I. 56.00 Nos. 53.80 3,012.80

5 Provinding Laying and filling Geo bags of size 1.0m*0.70m(Type A 300 GSM nonwoven) weight of Geo bag 420 gm volume of filled Geo bag 0.07 Cum ,weight of filled bag 126 kg with local sand including stiching in four lines by approved nylon thread with stiching machine and generator, stacking and placing after loading,unloading and carriage with help of trolley within 150 m lead including cess all complete as per specification and direction of E/I. 4486.00 Nos. 198.20 889,125.20

6 Providing and layingof a geo Textile Filter between pitiching and embankment slope on which pitiching is laid to prevent escape of the embankment materials though the voids of the stone pitiching /cement concrete blockas well as to allow free movement of water without creating any uplift head on the pitiching as per specification & direction of E/I. 1980.00 sqm. 138.20 273,636.00

7 Supply of New bag and N.C with labour for filling New E.C bag with local sand (volume of filled bag 1.2 cft and weight 50kg),stiching on two lines by approved nylon thread with stiching machine & generator,Stacking the bags and placing in Nylon crate of size (1mx1mx1m) with a lead of 150m including supply of nylon threads etc , placing the filled crates in water portion within a lead of 30m,all complete as per approved design,specification and direction of E/I. 1230.00 Nos. 1115.50 1,372,065.00

8 Carriage of Local Sand L- 2km(S)+1km(K) 1673.90 Cum 279.60 468,022.44

Add Cess @1% 45,283.23

Add Seigniorage fee 10% 1673.90 *75*10% 12,554.25