Construction of the boundary wall for the village temple in Raghunathpur Block. Ram-Janaki at Gopipatiyav (427)

Bill of Quantity

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AMOUNT OF BOQ:-

Earnest money:- Rs.43000.00

cost of B.O.Q: 5000.00

Time of completion:- 4 Months

Sl. No. Sor Bcd/Rcd Item Quantity Unit Rate Amount (Rs)

1 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 mtrs depth ) 277.44 M 178.3

2 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 m. All Kinds of soil 26.61 M3 360.7

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete 7.64 M3 287.3

4 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, 100.222 M2 283.3

5 5.1.2 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) 39.496 M3 4688.3

6 5.2.2 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) 20.9 M3 5670

7 5.22.7C Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-12mm dia. 5331.56 Kg 90.8

8 6.1.14A Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) 88.55 M3 4819.9

9 13.12.4 15 mm cement plaster on rough side of single or half brick wall of mix. 1:6 (1 cement: 6 coarse sand) 930.125 M2 162.8

10 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade New work (three or more coats) 930.125 M2 81.2

11 5.9 Centring and shuttering including strutting,propping etc. and removal of form for.

a 5.9.1 Foundations, footings, bases of columns etc. for mass concrete 160.842 M2 211.6

b 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. 72.3792 M2 404.7

c 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts 95.01 M2 494.4

12 10.32.2 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works 270 Kg 114.6

13 13.81.3+13.82.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade New work (three or more coats) 10.5 M2 118.1

14 Add Difference Cost of royality Coarse sand 66.47 M3 75

15 Less diff cost of materials 673.83 BAG -19

16 Providing and fixing sign board and photography 1 NOS 3875

17 Providing and fixing innagration board. 1 NOS 6280

18 Carriage cost of materials

i) Local sand 9.143 M3 316.15

iii) course sand 66.468 M3 1876.11

iv) Stone chips 51.335 M3 2926.65

19 Amount with applicable Rate of GST @ 18% in place of 12% 1.0536

20 Seigniorage Fee@10% s.Fee@10%

i) Local sand M3 14.19

ii) Bricks 100A /%0 485.2

iii) Stone chips M3 102.04

vi) Course sand m3 27.58

EXCUTIVE ENGINEER

LAEO,WD-02,SIWAN