Ward N0-10 Me Ramuchit Singh Ke Ghar Se Swargiye Baleshwar Singh Ke Ghar Hote Dagar Tak Mitti Eat Soling, PCC Avam RCC Nala Nirman Kary.

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BASED ON S.O.R. B.C.D. EFFECTIVE FROM 01/01/2022 300.00 300.00

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

2 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

3 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

4 5.22.7B Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete. BASE 10 MM

5 5.9.1 shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers. sft

6 5.9.2 Centering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers. sft

7 323.00 Sepration Membran sft

8 323 Miled slab hooks for lift inspection chamber no

9 Refeling & Back Filing On The Structure With Siitable Earth 18.92 330.00 6244.62

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 278.81 1355.40 3779.00

11 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.

12 2.28 Supplying and filling in plinth with local sand and under floor,watering ,ramming, consolidating and dressing complete Road

13 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.

14 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

15 Carriage of materials 1026186.35

b.Coarse Sand cum 44.82 1534.00 68748.19

c.Stone chips cum 89.63 2578.40 231108.65

e.Local sand cum 221.94 316.10 70154.44

16 Extra cost of building materials

a.Bricks thous 11243.03 278.30 9.67

17 Shilapat 3500.00

Total 1422777.75

Add extra for GST @ 5.36% as per BCD guideline 76260.89

Net amount 1499038.64

18 Seigniorage Fee

a.Bricks Thous. 11243.03 506.00 5688.97

b.Coarse Sand cum 44.82 17.58 787.87

c.Stone chips cum 89.63 59.54 5336.72

Total Cost 1510852.21