CONSTRUCTION OF P.C.C ROAD FROM GOPAL SIR ARJUN TOWKIJ VIA MAIN ROAD IN WARD NO. 21, UNDER NAGAR PARISHAD BARBIGHA, SHEIKHPURA.( GROUP- 13)

B.O.Q FOR CONSTRUCTION OF P.C.C ROAD AND DRAIN FROM GOPAL SIR TO ARJUN TOKIJ VIA MAIN ROAD IN WARD NO. 21, UNDER NAGAR PARISHAD BARBIGHA, SHEIKHPURA.

SL. NO ITEM NO ITEM QTY UNIT RATE AMOUNT

1 2.8.1 B.C.D Earth work in excavation 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, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 107.00 M3 383.70 41056.00

2 2.28 B.C.D Supplying and Filling in plinth with local sand and under floors including, watering , ramming consolidating and dressing complete. 16.10 M3 287.30 4626.00

3 11.72 B.C.D Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 196.67 M2 283.30 55717.00

4 4.1.3 B.C.D Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 10.70 M3 3998.10 42780.00

5 6.1.12/1 B.C.D Brick work with bricks of class designation 100A in foundations and plinth in Cement mortar 1 .:4 (1 cement: 4 coarse sand ) 28.53 M3 5017.90 143161.00

6 4.3.1 B.C.D Centring and shuttering including strutting, propping etc. and removal or form work for Foundations,footings, bases Columns 71.14 M2 211.10 15017.65

7 13.11.2 + 13.26 B.C.D 12 mm cement plaster of mix:1:4(1 cement :4 coarse sand) WITH Neat cement punning 256.81 M2 192.20 49359.00

8 5.1.2 B.C.D Providing and laying in position specified grade of reinforced cement concrete excluding the cost of Centring ,shuttering, finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 14.27 M3 4688.30 66902.04

9 5.2.2 B.C.D Providing and laying in position specified grade of reinforced cement concrete excluding the cost of Centring ,shuttering, finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 34.87 M3 5418.60 188947.00

10 5.22.7B B.C.D Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars TMTC-500-10mm dia. 1070.04 Kg 92.60 99086.00

11 2.25.A B.C.D Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering .rolling each layer with 1/2 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 lift upto 1.5 m.Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth. 8.28 M3 411.70 3409.00

12 CARRIAGE OF MATERIAL

(ii) LOCAL SAND - 3 KM 18.90 M3 310.32 5865.00

(iii) COURSE SAND - 50 KM 32.05 M3 1263.96 40510.00

(iv) STONE CHIPS - 60 KM 41.01 M3 667.67 27381.00

13 EXTRA COST OF BRICK 20444 %O 382.64 7823.00

14 EXTRA COST OF CEMENT 21.10 MT 27.03 570.00

15 Providing and fixing of information board 1.00 Each 3200.00 3200.00

Total Amount (Including 12% GST) : - 814181.70

Providing Amount for rate escalation in GST (12% to 18%). Multiplying factor 0.05357 Total Rs:- 43615.71

Total Amount (Including 18% GST) (A) : - 857797.41

16 Seigniorage fee @ 10% of Basic rate

(ii) LOCAL SAND - 18.90 M3 14.18 268.00

(iii) COURSE SAND - 32.05 M3 17.58 563.44

(iv) STONE CHIPS - 41.01 M3 59.54 2441.74

Total seigniorage fee (B) : - 13617.84

Total Amount (A +B) : - 861,264.00

B.O.Q FOR CONSTRUCTION OF P.C.C ROAD AND DRAIN FROM GOPAL SIR TO ARJUN TOKIJ VIA MAIN ROAD IN WARD NO. 21, UNDER NAGAR PARISHAD BARBIGHA, SHEIKHPURA.

SL. NO ITEM NO ITEM QTY UNIT RATE AMOUNT

1 2.8.1 B.C.D Earth work in excavation 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, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 107.00 M3 383.70 41056.00

2 2.28 B.C.D Supplying and Filling in plinth with local sand and under floors including, watering , ramming consolidating and dressing complete. 16.10 M3 287.30 4626.00

3 11.72 B.C.D Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 196.67 M2 283.30 55717.00

4 4.1.3 B.C.D Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 10.70 M3 3998.10 42780.00

5 6.1.12/1 B.C.D Brick work with bricks of class designation 100A in foundations and plinth in Cement mortar 1 .:4 (1 cement: 4 coarse sand ) 28.53 M3 5017.90 143161.00

6 4.3.1 B.C.D Centring and shuttering including strutting, propping etc. and removal or form work for Foundations,footings, bases Columns 71.14 M2 211.10 15017.65

7 13.11.2 + 13.26 B.C.D 12 mm cement plaster of mix:1:4(1 cement :4 coarse sand) WITH Neat cement punning 256.81 M2 192.20 49359.00

8 5.1.2 B.C.D Providing and laying in position specified grade of reinforced cement concrete excluding the cost of Centring ,shuttering, finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 14.27 M3 4688.30 66902.04

9 5.2.2 B.C.D Providing and laying in position specified grade of reinforced cement concrete excluding the cost of Centring ,shuttering, finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 34.87 M3 5418.60 188947.00

10 5.22.7B B.C.D Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars TMTC-500-10mm dia. 1070.04 Kg 92.60 99086.00

11 2.25.A B.C.D Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering .rolling each layer with 1/2 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 lift upto 1.5 m.Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth. 8.28 M3 411.70 3409.00

12 CARRIAGE OF MATERIAL

(ii) LOCAL SAND - 3 KM 18.90 M3 310.32 5865.00

(iii) COURSE SAND - 50 KM 32.05 M3 1263.96 40510.00

(iv) STONE CHIPS - 60 KM 41.01 M3 667.67 27381.00

13 EXTRA COST OF BRICK 20444 %O 382.64 7823.00

14 EXTRA COST OF CEMENT 21.10 MT 27.03 570.00

15 Providing and fixing of information board 1.00 Each 3200.00 3200.00

Total Amount (Including 12% GST) : - 814181.70

Providing Amount for rate escalation in GST (12% to 18%). Multiplying factor 0.05357 Total Rs:- 43615.71

Total Amount (Including 18% GST) (A) : - 857797.41

16 Seigniorage fee @ 10% of Basic rate

(ii) LOCAL SAND - 18.90 M3 14.18 268.00

(iii) COURSE SAND - 32.05 M3 17.58 563.44

(iv) STONE CHIPS - 41.01 M3 59.54 2441.74

Total seigniorage fee (B) : - 13617.84

Total Amount (A +B) : - 861,264.00