Special Repair Work of Kukkut Farm at Barari Under Bhagalpur Range

Name of Work -Special Repair Work of Kukkut Farm at Barari Under Bhagalpur Range

1 BOQ amount 6259595.00

2 Cost of BOQ +BID Processing Fee 10,000.00+Bid Processing Fee as per self generated

3 Earnest Money 125200.00

4 Time of Completion 4 Months

S.N. S.O.R Ref Particulars Quantity Unit Rate Amount

1 15.8 Removing mortar from bricks and cleaning bricks including stacking within a lead of 50m (stacks of cleaned bricks shall be measured.

15.3.1 From brick work in cement mortar 2.665 cum 2706.20 7212.00

2 14.1.2 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge 1172.846 sqm 237.20 278199.00

3 6.1.12C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in Cement mortar 1:4 (1 cement: 4 coarse sand ) 69.315 cum 5116.30 354636.00

4 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) 30.915 cum 5670.00 175288.00

5 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. 1150.000 KG 92.60 106490.00

5.22.1B Mild steel 6.0 mm dia 520.000 KG 96.70 50284.00

6 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete 1832.000 sqm 211.60 387651.00

7 13.12.2 15 mm cement plaster on rough side of single or half brick wall of mix 1:4(1 cement: 4 coarse sand ) 1070.666 sqm 176.40 188865.00

8 10.1 Structural steel work in singal section fixed without connecting plate including cutting.hoisting,fixing in position and applying a priming coat of approved steel primer all complete. 1226.820 KG 88.30 108328.00

9 10.43 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) 460.000 M 272.60 125396.00

10 13.77.2 Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade .New work (two or more coats ) over and including priming coat with cement primer 2243.512 sqm 102.30 229511.00

12 15.2.1 Demolishing cement concrete including disposal of material within 50 metre lead 1:3:6 or richer mix 24.508 cum 970.90 23795.00 9.143 3.66 2.341 2.341 2.341 2.341 2.341 24.508

13 15.56 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 2930.730 sqm 21.70 63597.00 1776.37 257.41 179.39 179.39 179.39 179.39 179.39 2930.73

14 14.1.2 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. 1077.295 sqm 237.20 255534.00 307.7007 171.6124 119.5964 119.5964 119.5964 119.5964 119.5964 1077.2951

15 11.4 Providing 52 mm thick cement concrete flooring with metallic concrete hardener topping under layer 40 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick metallic concrete hardener consisting of mix 1:2 (1 cement hardener mix:2 stone aggregate 6 mm nominal size) by volume @ 2 liter per 50 kg of cement or as per manufacture specification. This includes cost of cement slurry, etc. but excluding the cost of nosing of steps etc. complete 2042.258 sqm 472.00 963946.00 761.936 304.962 195.072 195.072 195.072 195.072 195.072 2042.258

16 13.78.1 +13.79.1 Applying one coat of cement primer of approved brand and manufacture on wall surface. And Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 4007.993 sqm 119.80 480158.00 2084.007 429.031 298.991 298.991 298.991 298.991 298.991 4007.993

17 13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work 1033.736 sqm 84.50 87351.00 128.537 143.779 152.284 152.284 152.284 152.284 152.284 1033.736

18 13.94.1 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade. Two or more coats on new work over an under coat of suitable shade with ordinary pain of approved brand and manufacture 545.190 sqm 116.50 63515.00 212.977 74.913 51.46 51.46 51.46 51.46 51.46 545.19

19 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/ 46.080 sqm 283.30 13054.00 7.68 7.68 7.68 7.68 7.68 7.68 46.08

20 10.37.1 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides. 324.639 sqm 471.70 153132.00 72.684 50.391 50.391 50.391 50.391 50.391 324.639

21 9.1.2 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). 3.834 cum 95670.70 366801.00 0.767 0.639 0.639 0.596 0.554 0.639 3.834

22 12.14.3 Providing and fixing ridges and hips in asbestos cement sheet roofing Close fitting adjustable ridges consider a shed 20x10 metre(External dimension at plinth). 2391.200 M 396.00 946915.00 487.2 384 392 368 400 360 2391.2

23 4.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 14.400 cum 4420.80 63660.00 2.88 2.88 2.88 2.88 2.88 14.4

Total RS 5504430.00

24 Diffrance cost of Material

Total RS 24929.00

25 Carrage of Material

Coarse Sand 126.850 cum 1177.08 149313.00

Total RS 5848345.00

26 Add Extra GST (Rs) 5.36% RS 313471.00

27 Seigniorage fee

Coarse Sand 126.850 cum 32.30 4097.00

Total RS 6197619.00

28 Add Labour cess 1.00% RS 61976.00

Total RS 6259595.00

ANALYSIS OF CARRIAGE

Name of Site - Bhagalpur

Sl No Discription Unit Rate Amount (Rs)

1 Carriage of Bricks Lead 8.0 K.M ( 7S+1K)

Katcha 1 Km Per Th 123.04 123.04

Surface Road 7 Km Per Th 50.64 354.48

Loading unloading Per Th 463.45

Per Th Total- 940.97

2 Carriage of Local Sand Lead 3.0 K.M ( 2S+1K)

Katcha 1 Km Per Cum 49.22 49.22

Surface Road 2 Km Per Cum 20.26 40.52

Loading unloading Per Cum 220.69

Per Cum Total- 310.43

3 Carriage of Coarse Sand Lead 47.0 K.M (Source- Banka)

Unsurfaced 1 Km Per Cum 24.43 24.43

Surface Road 46 Km Per Cum 20.26 931.96

Loading unloading Per Cum 220.69

Per Cum Total- 1177.08

4 Carriage of Stone Chips Lead 59.0 K.M (Source- Mirzachauki)

Unsurfaced 1 Km Per Cum 24.43 24.43

Surface Road 58 Km Per Cum 20.26 1175.08

Loading unloading Per Cum 220.69

Per Cum Total- 1420.20

5 Carriage of Earth Lead 3.0 K.M ( 2P+1K)

Katcha 1 Km Per Cum 51.37 51.37

Surface Road 2 Km Per Cum 21.14 42.28

Loading unloading Per Cum 220.69

Per Cum Total- 314.34

( Er.Sanjay Kumar ) ( Er.Ashok Kumar Singh ) ( Er.Anil Kumar )

Junior Engineer Assistant Engineer Executive Engineer

A & F R Dept. A & F R Dept. A & F R Dept.

Bihar, Patna. Bihar, Patna. Bihar, Patna.

Seignorage calculation chart

Sl no. Name of Mineral Unit Quantity 1 Quantity 2 Total Quantity Rate of Seignor Cost of Mineral Cost of seignora 1273.00

Total Seignorage charge- 35806.00 96565.00

Sub Total 682990.00

labour cess 1% 6830.00

Seignorage- 12208.00

Total- 702028.00

G.Total- 828393.00

Agree 12.60% less -104378.00

Net Amt 724015.00

Difference of Cost For Cement and Bricks

Name of Material Name of Range Cost in given Range ( Rs. per MT ) Cost in Gaya Range ( Rs. per MT ) Difference of cost ( Rs. per MT )

1 Portland Slag Cement ( PSC 0367) Patna 4610.00 4408.00 202.00

2 Portland Slag Cement ( PSC 0367) Muzaffarpur 4586.00 4408.00 178.00

3 Portland Slag Cement ( PSC 0367) Darbhanga 4492.00 4408.00 84.00

4 Portland Slag Cement ( PSC 0367) Bhagalpur 4598.00 4408.00 190.00

5 Portland Slag Cement ( PSC 0367) Munger 4422.00 4408.00 14.00

6 Portland Slag Cement ( PSC 0367) Saharsa 4566.00 4408.00 158.00

7 Portland Slag Cement ( PSC 0367) Purnea 4492.00 4408.00 84.00

8 Portland Slag Cement ( PSC 0367) Gaya 4408.00 4408.00 0.00

9 Portland Slag Cement ( PSC 0367) Saran 4536.00 4408.00 128.00

Name of Material Name of Range Cost in given Range ( Rs. per Th ) Cost in Gaya Range ( ( Rs. per Th ) Difference of cost ( Rs. per Th )

1 100 A Brick Patna Urban 6075.00 4852.00 1223.00

1 100 A Brick Patna Rural 5060.00 4852.00 208.00

2 100 A Brick Muzaffarpur 5128.00 4852.00 276.00

3 100 A Brick Darbhanga 5128.00 4852.00 276.00

4 100 A Brick Bhagalpur 5128.00 4852.00 276.00