CONSTRUCTION OF PCC ROAD AND RCC DRAIN FROM PASHCHIM PAIN TO BHOLA YADAV VIA PANI TANKI IN WARD NO-15 UNDER NAGAR PANCHAYAT SHEKHOPUR SARAI. (GROUP- 11)

NAME OF WORK - BOQ FOR CONSTRUCTION OF PCC ROAD AND RCC DRAIN FROM PASHCHIM PAIN TO BHOLA YADAV VIA PANI TANKI IN WARD NO-15 UNDER NAGAR PANCHAYAT SHEKHOPUR SARAI.

SL. NO ITEM QTY UNIT RATE AMOUNT

1 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. 171.56 M3 383.70 65828.00

2 Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead. 167.45 M3 411.70 68937.00

2 Supplying and Filling in plinth with local sand and under floors including, watering , ramming consolidating and dressing complete. 72.98 M3 287.30 20967.00

3 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, 786.90 M2 283.30 222929.00

4 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) 83.72 M3 5418.60 453645.00

6 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) 123.52 M3 4688.30 579099.00

7 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. 11734.40 Kg 92.60 1086605.00

8 Centring and shuttering including strutting,propping etc. and removal of form for.Foundations, footings, bases of columns etc. for mass concrete. 91.50 M2 211.60 19361.00

9 Centring and shuttering including strutting,propping etc. and removal of form for.Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. 777.75 M2 375.10 291734.00

10 CARRIAGE OF MATERIAL

(iii) COURSE SAND - 50 KM 90.79 M3 1286.33 116783.00

11 EXTRA COST OF BRICK 25401 %O 369.27 9380.00

12 EXTRA COST OF CEMENT 76.20 MT 18.73 1427.00

13 SIGNBOARD AND PHOTO 1.00 EACH 3200.00 3200.00

TOTAL AMOUNT 3504719.00

G.S.T 6%(MULTIPLE FACTOR 0.05357) 187747.80

TOTAL RS. 3692466.80

SIAGNIORANG FEE 26625.73

TOTAL RS. 3,719,092.5

NAME OF WORK - BOQ FOR CONSTRUCTION OF PCC ROAD AND RCC DRAIN FROM PASHCHIM PAIN TO BHOLA YADAV VIA PANI TANKI IN WARD NO-15 UNDER NAGAR PANCHAYAT SHEKHOPUR SARAI.

SL. NO ITEM QTY UNIT RATE AMOUNT

1 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. 171.56 M3 383.70 65828.00

2 Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead. 167.45 M3 411.70 68937.00

2 Supplying and Filling in plinth with local sand and under floors including, watering , ramming consolidating and dressing complete. 72.98 M3 287.30 20967.00

3 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, 786.90 M2 283.30 222929.00

4 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) 83.72 M3 5418.60 453645.00

6 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) 123.52 M3 4688.30 579099.00

7 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. 11734.40 Kg 92.60 1086605.00

8 Centring and shuttering including strutting,propping etc. and removal of form for.Foundations, footings, bases of columns etc. for mass concrete. 91.50 M2 211.60 19361.00

9 Centring and shuttering including strutting,propping etc. and removal of form for.Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. 777.75 M2 375.10 291734.00

10 CARRIAGE OF MATERIAL

(iii) COURSE SAND - 50 KM 90.79 M3 1286.33 116783.00

11 EXTRA COST OF BRICK 25401 %O 369.27 9380.00

12 EXTRA COST OF CEMENT 76.20 MT 18.73 1427.00

13 SIGNBOARD AND PHOTO 1.00 EACH 3200.00 3200.00

TOTAL AMOUNT 3504719.00

G.S.T 6%(MULTIPLE FACTOR 0.05357) 187747.80

TOTAL RS. 3692466.80

SIAGNIORANG FEE 26625.73

TOTAL RS. 3,719,092.5