Detaile estimate for construction of Drain and pcc road from Land of Shri Chedi Paswan ji ( M.P ) to Pal Mohalla at Ward no 10 Under SASARAM NAGAR NIGAM

BILL OF QUANTITY

Detaile estimate for construction of Drain and pcc road from Land of Shri Chedi Paswan ji ( M.P ) to Pal Mohalla at Ward no 10 Under SASARAM NAGAR NIGAM

Item No. SOR Item of Work Quantity Unit Rate Amount

1 2.25a Excavating, supplying and filling of local earth (including royality 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. 2000.623 m3 411.70 823656.48

2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 311.67 m3 287.30 89542.27

3 11.72 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, 480.95 m² 283.30 136252.56

4 11.73 Providing designation 100 A one brick edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 1805.30 m² 444.80 802996.28

5 4.1.3 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) 48.36 m3 3998.10 193344.15

6 16.42 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. 363.04 m3 4649.00 1687786.84

7 Centring and shuttering including strutting,propping etc. and removal of form for.

A 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc 2244.42 m² 375.10 841883.36

B 5.9.3 Suspended floors, roots, landings, balcnies and access platform. 320.63 m² 437.50 140276.49

C 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. 0.00 m² 404.70 0.00

D 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts 0.00 m² 494.40 0.00

E 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 0.00 m² 211.60 0.00

8 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size 268.66 m3 5670.00 1523308.74

9 5.3 Providing and laying reinforced cement concrete work in beam,suspended floor,roofs having slope upto 15, landings,balconiec,shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). 0.00 m3 5335.90 0.00

10 5.22.7A Thermo-Mechanically Treated bars TMTC-500-10mm dia. 21346.88 kg 92.60 1976720.63

11 6.1.14A+6.3A Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand Extra for Brick work in superstructure above plinth level upto floor V cum 0.00 m3 5662.10 0.00

12 13.17.2 providing 12 mm cement plaster with c.m (1:4)with floating coat of near cement Details of cost for 10 sqm 0.00 m² 192.20 0.00

13 2.8.1 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 mtr 37.17 m3 360.70 13405.98

14 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 m 0.00 mtr 178.30 0.00

15 sign board+photograph 10000.00

16 Carriage cost of materials:

(i) sone sand lead (37p+1k)km 303.97 m³ 1020.00 310051.00

(ii) Stone Chips -lead(124p+1k)km 594.51 m³ 2783.50 1654818.00

(iii) Local Sand (3p+1k)km 374.04 m³ 310.50 116139.00

(v) paverv block 0 %0 Nos 1700.00 0.00

17 Extra cost of material

19 Multliplying by factofr 1.0536 for GST 18% instead of 12% 11887612.08

20 Seigniorge Fee

(ii) Stone Chips 594.51 m³ 59.54 35397.00

(iv) Local Sand 374.04 m³ 14.19 5308.00

21 Grand Total 11998374.01