Construction of samudik bhavan nirman karya in ward no-06

BILL OF QUANTITY FOR CONSTRUCTION OF COMMUNITY HALL AT WARD NO 06 UNDER NAGAR PARISHAD SHEIKHPURA

THE RATES OF ITEMS ARE BASED ON CURRENT S.O.R. OF BUILDING CONSTRUCTION DEPARTEMENT -2022, GOVT. OF BIHAR .

S.NO. ITEM NO. DISCRIPTION QUANTITY RATE UNIT AMOUNT

NOS LENGTH WIDTH HEIGHT TOTAL

1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth ) 99.09 178.3 /METER 17666.92073

3 63 CM (25) UNDER -REAM Making 63 cm (25) dia under ream at required with hand auger of approved quality in ordinary soil (vide classification of soil ifem - A) true to plumb and without eccentri city in my stage of opration and disposal of the excavated earth up to 50 mts lead in eluding all lifts , all complete as per approved design and direction of (E/l) 25 190.2 EACH 4755

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 upin embankments for roads, flood banks, marginal banks, and guide banks etc . lead upto 50 m and lift upto 1.5 m.

2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 27.61 287.30 CUM 7931.30

TOTAL QUANTITY 974.78

3 11.72 Providing designation 100 A one brick flat soling joints filled with local sqm 283.30 sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 52.93 283.30 SQM 14995.94

BELOW G BEAM 0.00 0.83 0.00

TOTAL QUANTITY 569.56

4 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level:1:1.5:3(1 Cement:1.5 coarse sand: 3 graded stone aggregate 20mm nominal size) 0.00 4420.80 CUM 0.00

5 5.2.2 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15, landings, balconiec, shelves, chajjas, lintels, bands, plain window sills, staircasees and spiral staircases upto floor five level excluding the cost of centring, shuttering, finishing & reinforcement - all work upto plinth level. 22.63 5670.00 CUM 128301.37

GRADE BEAM plinth 132.00 0.83 0.83 90.93

TOTAL QUANTITY 799.00

6 Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete.(wt @ 90kg/cum) 2195.11 92.60 KG 203267.19

22.63 cum 97 kg/cum

7 5.9.1 Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers. 166.54 211.60 SQM 35240.58

CHAJJA 40.98 1.50

VENTILATOR 2.00 2.00 1.00 2.00

TOTAL QUANTITY 1792.01

8 6.1.12A Brick work with bricks of class designation 100A in foundation and plinth in:Cement mortar 1:4(1 cement:4 coarse sand) 8.23 4819.90 CUM 39659.41

8 8640 CPVC PIPE 32MM 30 0.00 251.30 PER METER 0.00

BIB COCK 4 0.00 434.20 PER 0.00

CPVC PIPE 15MM 20 0.00 15.70 PER METER 0.00

9 13.17.2 12mm cement plaster of mix:1:3(1 cement:3 coarse sand) With cico powder 104.69 141.50 SQM 14813.71

6mm cement plaster of mix:1:4(1 cement:3 coarse sand 48.88 124.60 sqm 6090.81

12mm cement plaster of mix:1:6(1 cement:4 coarse sand) i 256.34 141.50 36272.72

1 2.3.1 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 upin embankments for roads, flood banks, marginal banks, and guide banks etc . lead upto 50 m and lift upto 1.5 m. 16.28 224.00 3647.69

4 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level:1;2:4graded stone aggregate 20mm nominal size) 3.20 3998.10 CUM 12794.83

TOTAL QUANTITY 113.00

10 11.39 Providing and laying Ceramic glazed floor tiles 300x300 mm to be specified by the manufacturer) of ist quality conforming to 15622 of approved make in colours such as white , Ivory , Grey , Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete. 42.01 1329.80 SQM 55861.49

11 11.36 Providing and fixing 1st quality ceramic glazed wall tiles IS : 15622 (Thickness to be specified by the manufacture) of make in all colours, shades except burgundy,bottle green,black any size as approved by Engineer-in-charge in skirting,risers of and dados over 12 mm thick bed of cement Motar 1:3(1 cement:3 coarse sand )and jointingwith grey cement slurry @ 3.3 kg/m2 including pointing in white cement mixed with pigment of matching shade complete. 23.98 795.00 SQM 19062.27

12 10.5 P/V and fixing 1mm thick M.Ssheet door with frame of 40x40x6 mm angle iron and 3mm MSgusset plates at thejunction and corners.all necessary fittings completejncluding applying a priming coat of steel primer. 0.00 3653 SQM 0

PAINTING WITH READYMADE PANTE WITH NEW WOODEN SURFACE 22.79 83.5 SQM 1902.965

13 PROVIDING AND FIXING OF TAP 0 200 EACH 0

14 17.20.1 Providing and fixing solid seat with lid for INDIAN type W.C. pan complete :White solid plastic seat with lid 0 4470.9 each 0.00

15 18.2 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :

16 9.1.4 door frame

9.21.2 Alluminium frame door 3.25 1641.5 sqm 5339.45

9.20.2 decorative flat door 4.55 1798.5 sqm 8190.20

localhood shutter 10028.81

9.65.2 M.S DOOR LATCHES

9.48.1 M.S GRILL

10.3 COLLAPSIBLE GATE

13.78.1 APPLYING CEMENT PRIMER ON WALL AND CEILING AREA 305.14 38.6 SQM 11778.52

CEILING AREA 525.98

13.79.1 FINISING WALL WITH WATER PROOFING CEMENT PAINT 305.14 81.2 SQM 24777.37

13.81.3 STEEl PERIMER 34.6 SQM 8563.50

15 18.15.1 Providing and fixing brass bib cock of approved quality :15 mm nominal bore 2 0 each

16 18.17.1 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore 1 0 each 0.00

17.10.1.4 wash basin 0 2764.4 each 0.00

BALL VALVE 0 620 NO 0.00

PTMT EXTENSIL NIPPLE 0 60.2 PER 0.00

17 18.48.A Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately. 0 9.7 PER LITRE 0.00

COST OF ELECTIFICATION 1 7500 7500.00

TOTAL 968827.55

17 CARRIAGE OF MATERIAL

L SAND- 2KM(P)+1KM(K) 28.56 336.17 CUM 9600.73

K SAND -41KM(P) FROM KIUL 24.12 1143.38 CUM 27583.41

STONE CHIPS -2KM(P)+1KM(K) 27.15 493.08 CUM 13388.96

18 EXTRA COST OF MATERIAL

Seigniorage fee(10%)

A Local sand 28.56 141.85 M³ 405.11

B Coarse sand 24.12 175.80 M³ 424.11

C Stone chips 27.15 556.33 M³ 1510.64

ADD 6% GST 61972

MATERIAL STATEMENT

ITEM QUANTITY CEMENT K SAND S CHIPS BRICK L SAND REINFORCMENT

LOCAL SAND FILLING 27.61 27.61

BRICK FLAT SOLING 52.93 1708 0.95

WALL TILES 23.98 0.24

FLOOR TILES 42.01 0.50 1.09