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NAGAR PARISHAD, SHEIKHPURA (BIHAR)

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Estimated Cost:- 2482440.00

Earnest Money :- 34000.00

Time of Completion :- three month from the date of work order

Cost of BOQ :- 2500.00

S,No SOR . Items of work Unit Rate Quantity Amount

1 2.8.1 Earth work in excavation in foundtion trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. cum 360.70 210.51 75931.47

2 2.28 Supplying and filling in plinth with local sand and under floor,watering ,ramming, consolidating and dressing complete

3 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering texes royalty all complete as per building specification and direction of E/I.

4 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level:

4.1.3 1:2:4(1 Cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size)

5 5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15, landings, balconiec, shelves, chajjas, lintels, bands, plain window sills, staircasees and spiral staircases upto floor five level excluding the cost of centring, shuttering, finishing & reinforcement - all work upto plinth level.

6 6.1A Brick work with bricks of class designation 100A in foundation and plinth in:

6.1.12A Cement mortar 1:4(1 cement:4 coarse sand) cum 5017.90 58.24 292249.98

7 13.11 12mm cement plaster of mix:

13.11.2 1:4(1 cement:4 coarse sand)

13.26 Neat cement punning Sqm 192.20 307.06 59017.55

8 5.22.7B Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete.(wt @ 90kg/cum)

9 5.9.1 Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

10 2.29.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m

All kinds of soil 100sqm 1355.40 915.43 12407.70

11 2.2.1-(2.5+2.4) 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.

12 16.42 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

15 Carriage of materials

a.Bricks Thous. 995.29 59436 59156.34

b.Coarse Sand cum 1143.38 112.39 128507.67

c.Stone chips cum 493.08 175.97 86767.03

d.Cement MT 0.00 75.99 0.00

e.Local sand cum 336.17 132.89 44672.32

16 Extra cost of building materials

a.Bricks thous 365.45 59436 21720.99

Inouguration Board 3500.00

TOTAL 2371360.77

17 Seigniorage Fee

b.Coarse Sand cum 175.80 112.39 19758.65

c.Stone chips cum 556.33 175.97 97897.10

Seigniorage Fee @10% 45062.64

GRAND TOTAL 2341924.69