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BASED ON S.O.R. B.C.D. EFFECTIVE FROM 01/01/2022

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

1 5.3 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead: cft

2 15.7.4 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead: cft

3 15.2.1 Demolishing cement concrete including disposal of material within 50 metre lead: cft

4 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.

5 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: DRAIN

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

6 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(1cement:1.5coarse sand:3 graded stone aggregate 20 mm nominal size) DRAIN BASE

7 5.22.7B Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete. BASE 10 MM

8 5.9.1 shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers. sft

9 5.9.2 Centering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers. sft

10 323.00 Sepration Membran sft

11 323 Miled slab hooks for lift inspection chamber no

12 Refeling & Back Filing On The Structure With Siitable Earth 6.87 330.00 2266.57

13 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 195.17 1355.40 2645.30

14 2.3.1-(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.

15 16.5.2 Providing Jhama Ball Filling For Road cum drain 262.50

cum road 962.50

16 2.28 Supplying and filling in plinth with local sand and under floor,watering ,ramming, consolidating and dressing complete Road 481.25

17 11.73 Providing designation 100A one brick on flat soling joints filled with local sand including cost of watering texes royalty all complete as per building specification and direction of E/I. 612.50

18 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. Road 962.50

19 Carriage of materials 630705.56

b.Coarse Sand cum 27.68 1534.00 42454.16

c.Stone chips cum 55.35 2578.40 142716.82

e.Local sand cum 45.22 316.10 14293.83

20 Extra cost of building materials

a.Bricks thous 16058.77 278.30 4469.15

21 Shilapat 3500.00

Total 863493.40

Net amount 863493.40

22 Seigniorage Fee

a.Bricks Thous. 16058.77 506.00 8125.74

b.Coarse Sand cum 27.68 17.58 486.53

c.Stone chips cum 55.35 59.54 3295.59

d.Earth cum 34.12 16.50 563.04

Total Cost 876605.97