Scheme Name- Nagar Parishad Hilsa Ward-20 Me Pramod Kumar Ke Ghar Se Lekar Arvind Chaudhary Ke Ghar Tak Nali Dhakkan Sahit Avam Paver Block Kary.

NAGAR PARISHAD, HILSA (NALANDA)

Scheme Name- Nagar Parishad Hilsa Ward-20 Me Pramod Kumar Ke Ghar Se Lekar Arvind Chaudhary Ke Ghar Tak Nali Dhakkan Sahit Avam Paver Block Kary.

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. Unit Rate

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

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. cum

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: sqm 283.30 44.67 12655

4.1.2 1:1.5:3(1 Cement:1.5 coarse sand: 3 graded stone aggregate 20mm nominal size) cft

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(1cement:1.5coarse sand:3 graded stone aggregate 20 mm nominal size) cum 4420.80 3.4 15031

6 6.1A Brick work with bricks of class designation 100A in foundation and plinth in: cum 4688.3 6.8 31880

6.1.12A Cement mortar 1:4(1 cement:4 coarse sand) Cft

7 13.17.2 12mm cement plaster of mix: cum 5017.90 12.69 63677

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

Neat cement punning sqm

8 5.22.7B Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete.(wt @ 70kg/cum) Sqm 203.60 66.91 13623

9 4.3.1 Centring and shuttering including strutting, propping etc. Foundations,footings, bases Columns Kg 92.60 476.33 44108

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 sqm 211.10 33.46 7063

All kinds of soil sqm

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. 100sqm 1355.40 83.64 1134

12 2.28 Supplying and filling in plinth with local sand and under floor, watering, ramming, consolidating and dressing complete cum 201.80 38.23 7714.81

13 11.78.2 Providing and laying of interlocking concrete block pavement having thickness 80mm as per drawing & technical specification clouse1504 all complete as per specification and direction of E/I. cum 287.00 8.41 2413.67

14 Carriage of materials

a.Bricks Thous. 1191.50 7711 9188

b.Coarse Sand cum 1534.00 9.83 15079

c.Stone chips cum 2578.40 9.05 23335

d.Paver Thous. 1191.50 2698 3215

e.Local sand cum 316.10 11.81 3733

15 Extra cost of building materials

a.Bricks thous 278.30 7711 2146

b.Cement MT 270.26 5.97 1613

16 Shilapat 3500

17 Seigniorage Fee

a.Bricks Thous. 506.00 7711 3902

b.Coarse Sand cum 17.58 9.83 173

c.Stone chips cum 59.54 9.05 539

d.L.Sand cum 14.19 11.81 168

18 Add extra for GST @ 5.36% as per BCD guideline 18892.44

TOTAL 371363.24