Additional work for Construction of 100 Bedded Msdp Girl's Hostel at T.N.B College campus in Block -Nathnagar District-Bhagalpur.

Bihar State Building Construction Corporation Limited

Additional work for Construction of 100 Bedded Msdp Girl's Hostel at T.N.B College campus in Block -Nathnagar District-Bhagalpur.

BILL OF QUANTITY

Sl. Particulars no L B D/H Boundrywall campus Qty Unit Rate (Rs.) Amount (Rs.) Boundrywall campus

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

15.7.4 In cement mortar 36.86 36.86 cum 823.7 30,364.00

2 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 0.00 0.00

2 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/l, 38.493 38.49 sqm 283.30 10,905.00 10,905.00 10,905.00 0.00

2 11.73 Providing designation 100 A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 183.70 183.70 sqm 444.80 81,710.00 81,710.00 0.00 81,710.00

3 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 1339.340 1339.34 cum 287.30 384,792.00 384,792.00 0.00 384,792.00

4 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) 20.750 20.75 cum 4,420.80 91,732.00 91,732.00 0.00 91,732.00

3 5.33A.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering, finishing and reinforcement, M-20 grade reinforced cement concrete. All work upto plinth level 11.548 11.55 cum 4,756.90 54,931.00 54,931.00 54,931.00 0.00

4 5.33A.2.1 All work from plinth level upto floor V level. 10.976 10.98 cum 5,293.50 58,101.00 58,101.00 58,101.00 0.00

5 5.33A.2.2 Beams, plinth beams, girder, bressumers, cantilevers, Suspended floors, lintels, roofs and staircase including spiral staircase, shelves etc. 6.191 6.19 cum 5,677.20 35,148.00 35,148.00 35,148.00 0.00

5.33B Add or deduct for providing richer or leaner mixes respectively at all floor levels. 0.00 0.00 0.00 0.00 0.00

5.33B.1 Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. 28.715 28.71 cum 164.50 4,724.00 4,724.00 4,724.00 0.00

6 Centring and Shutring in do - do all complet job 0.00 0.00 0.00 0.00 0.00

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 11.340 11.34 sqm 211.60 2,400.00 2,400.00 0.00 2,400.00

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 141.909 141.91 sqm 404.70 57,431.00 57,431.00 57,431.00 0.00

5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts 175.616 175.62 sqm 494.40 86,825.00 86,825.00 86,825.00 0.00

7 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete. 0.00 0.00 0.00 0.00 0.00

8 Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in 0.00 0.00 0.00 0.00 0.00

9 6.3C Extra tor Brick work in superstructure above plinth level upto floor V cum 90.95 90.95 cum 842.20 76,595.00 76,595.00 76,595.00 0.00

10 10.32.2 Steel work welded in built up section/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladders, railings. 468.29 468.29 kg 114.60 53,666.00 53,666.00 53,666.00 0.00

PLASTER & FINISHING WORK 0.00 0.00 0.00 0.00 0.00

13 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade 0.00 0.00 0.00 0.00 0.00

13.46.1 New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 855.51 855.51 sqm 137.00 117,204.00 117,204.00 117,204.00 0.00

14 13.81.3 Applying priming coat : With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works 50.87 50.87 sqm 34.60 1,760.00 1,760.00 1,760.00 0.00

15 13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade 0.00 0.00 0.00 0.00 0.00

13.82.1 New steel work (two or more coats) 50.87 50.87 sqm 83.50 4,247.00 4,247.00 4,247.00 0.00

16 16.19 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10cm length and drilling holes upto 10 mm dia. etc. complete..(50X50X06MM) 513 513.00 kg 94.80 48,632.00 48,632.00 48,632.00 0.00

17 16.53 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 (2.5mm 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) 207.2 207.20 m 272.6 56,483.00

17 Recovery 0.00 0.00

18 Carriage of Materials 0.00 0.00 0.00 0.00 0.00

19 Difference cost of Materials 0.00 0.00 0.00 0.00 0.00

Materials Stetment

Sl. Item of Work Unit qty Cement Coarse Sand Stone Chips Local Sand BRICK

3 R.C.C (1:1.5:3) cum #REF! #REF! #REF! #REF!

4 Brick Work cm(1:6) cum #REF! #REF! #REF! #REF!

6 B/F Soling sqm #REF! #REF! #REF!

7 12 mm cp (1:6) sqm #REF! #REF! #REF!

#REF! #REF! #REF! #REF! #REF!

M.T cum cum cum nos

Bihar State Building Construction Corporation Limited

Additional work for Construction of 100 Bedded Msdp Girl's Hostel at T.N.B College campus in Block -Nathnagar District-Bhagalpur.

BILL OF QUANTITY

Sl. Particulars no L B D/H Boundrywall campus Qty Unit Rate (Rs.) Amount (Rs.) Boundrywall campus

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

15.7.4 In cement mortar 36.86 36.86 cum 823.7 30,364.00

2 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 0.00 0.00

2 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/l, 38.493 38.49 sqm 283.30 10,905.00 10,905.00 10,905.00 0.00

2 11.73 Providing designation 100 A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 183.70 183.70 sqm 444.80 81,710.00 81,710.00 0.00 81,710.00

3 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 1339.340 1339.34 cum 287.30 384,792.00 384,792.00 0.00 384,792.00

4 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) 20.750 20.75 cum 4,420.80 91,732.00 91,732.00 0.00 91,732.00

3 5.33A.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering, finishing and reinforcement, M-20 grade reinforced cement concrete. All work upto plinth level 11.548 11.55 cum 4,756.90 54,931.00 54,931.00 54,931.00 0.00

4 5.33A.2.1 All work from plinth level upto floor V level. 10.976 10.98 cum 5,293.50 58,101.00 58,101.00 58,101.00 0.00

5 5.33A.2.2 Beams, plinth beams, girder, bressumers, cantilevers, Suspended floors, lintels, roofs and staircase including spiral staircase, shelves etc. 6.191 6.19 cum 5,677.20 35,148.00 35,148.00 35,148.00 0.00

5.33B Add or deduct for providing richer or leaner mixes respectively at all floor levels. 0.00 0.00 0.00 0.00 0.00

5.33B.1 Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. 28.715 28.71 cum 164.50 4,724.00 4,724.00 4,724.00 0.00

6 Centring and Shutring in do - do all complet job 0.00 0.00 0.00 0.00 0.00

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 11.340 11.34 sqm 211.60 2,400.00 2,400.00 0.00 2,400.00

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 141.909 141.91 sqm 404.70 57,431.00 57,431.00 57,431.00 0.00

5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts 175.616 175.62 sqm 494.40 86,825.00 86,825.00 86,825.00 0.00

7 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete. 0.00 0.00 0.00 0.00 0.00

8 Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in 0.00 0.00 0.00 0.00 0.00

9 6.3C Extra tor Brick work in superstructure above plinth level upto floor V cum 90.95 90.95 cum 842.20 76,595.00 76,595.00 76,595.00 0.00

10 10.32.2 Steel work welded in built up section/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladders, railings. 468.29 468.29 kg 114.60 53,666.00 53,666.00 53,666.00 0.00

PLASTER & FINISHING WORK 0.00 0.00 0.00 0.00 0.00

13 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade 0.00 0.00 0.00 0.00 0.00

13.46.1 New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 855.51 855.51 sqm 137.00 117,204.00 117,204.00 117,204.00 0.00

14 13.81.3 Applying priming coat : With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works 50.87 50.87 sqm 34.60 1,760.00 1,760.00 1,760.00 0.00

15 13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade 0.00 0.00 0.00 0.00 0.00

13.82.1 New steel work (two or more coats) 50.87 50.87 sqm 83.50 4,247.00 4,247.00 4,247.00 0.00

16 16.19 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10cm length and drilling holes upto 10 mm dia. etc. complete..(50X50X06MM) 513 513.00 kg 94.80 48,632.00 48,632.00 48,632.00 0.00

17 16.53 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 (2.5mm 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) 207.2 207.20 m 272.6 56,483.00

17 Recovery 0.00 0.00

18 Carriage of Materials 0.00 0.00 0.00 0.00 0.00

19 Difference cost of Materials 0.00 0.00 0.00 0.00 0.00

Materials Stetment

Sl. Item of Work Unit qty Cement Coarse Sand Stone Chips Local Sand BRICK

3 R.C.C (1:1.5:3) cum #REF! #REF! #REF! #REF!

4 Brick Work cm(1:6) cum #REF! #REF! #REF! #REF!

6 B/F Soling sqm #REF! #REF! #REF!

7 12 mm cp (1:6) sqm #REF! #REF! #REF!

#REF! #REF! #REF! #REF! #REF!

M.T cum cum cum nos