Construction of Animal Birth Control centre (ABC) & Dog Shelter along with Boundary wall, internal drain work,sanitation and electric fittings near Railway Dhalla no-44, Huse Chapra,Saran.

MUZAFFARPUR MUNICIPAL CORPORATION MUZAFFARPUR

CIVIL WORKS ESTIMATE FOR DOG SHELTER SHED

URBAN DEVELOPMENT AND HOUSING DEPARTMENT, GOVT OF BIHAR

Sl. No. SOR No. Item Unit Qty. Rate Total

2 BCD 15.2.1 Demolishing cement concrete including disposal of material within50 metre lead:1:3:6 or richer mix m3 0 970.9 0.0

No L W D Quantity Unit

2 BCD 15.2.1 Demolishing cement concrete including disposal of material within50 metre lead:1:3:6 or richer mix m3 0 970.9 0.0

No L W D Quantity Unit

1 BCD 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 4.049 1355.40 5488.20

No L W D Quantity Unit

complete area 1 20.98 19.3 404.9 sqm

Total Surface Dressing 4.049

2 BCD 2.2.1 Earthwork in rough excavation , banking excavated earth in layer not exceeding20cmindepth,breakingclodswatering, rollingeachlayerwith 1/2tonnerollerorwoodenorsteel rammersandrollingevery3rdandtop most layer with power roller of minimum8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banksandguidebanksor filling up ground depressions. lead upto 50 m and lift upto 1.5 m. All Kinds of soil cu.mt 17.87 386.60 6908.12

No L W D Quantity Unit

Below ground level of slab(long wall) 7 12.0396 0.25 0.25 5.26733 cu.mt

(Short wall) 15 3.9116 0.25 0.25 3.67 cu.mt

Below longer plinth beam 7 12.0396 0.25 0.25 5.27 cu.mt

Below shorter plinth beam 15 3.9116 0.25 0.25 3.67 cu.mt

Total Excavation 17.87

3 BCD 20.3A.1 Making25cm(10")dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinarysoi! (vide classification of soil item A )true to plum bandwithout eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr ,Leadin eludingalllifts,allcompleteasperapproveddisignand directionofE/lDetailsofcostfor4pilesof4m=16mtrs depth ) mtr 69.00 178.30 12302.70

No L W D Quantity Unit

3 BCD 11.72 Providing desinition 100A brick flate soling. m3 0.000 283.30 0.0

No L W D Quantity Unit

4 BCD 2.3.1 Banking excavated earth in layers not exceeding 20cm in depth,breaking clods,watering.rolling each layer with1/2 tonne roller, or woodenor 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 guid ebanks etc. lead upto 50m and lift upto 1.5 m. All Kinds of soil cu.mt 242.95 224.00 54420.44

No L W D Quantity Unit

raising from ground 2 fr 1 20.98 19.30 0.60 242.95 cu.mt

5 BCD 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 44.27 287.30 12718.91

No L W D Quantity Unit

below beam and each block4 consecutive one) 1 16.9 12 0.1 20.28 cum

1 seprate one 1 4.7 12.000 0.1 5.64 cum

paver block area 1 4.30 18.90 0.15 12.19 cum

Total 44.27 cum

6 BCD 11.72 Providingdesignation100Aonebrick flatsolingjointsfilledwithlocal sand including cost of watering, taxes, royaltyall complete as per building specification and direction of E/l, sqm 259.20 283.30 73431.36

Description No L W D Quantity Unit

equal area as local sand 1 16.9 12 202.8 sqm

Total 259.2 sqm

7 BCD 4.1.2 Providingand layinginpositioncement concreteof specifiedgrade exluding the cost of centring and shuttering-all work upto plinth level.1:1.5:3 (1Cement :1.5coarse sand:3 graded stone aggregate 20mm nominal size) m3 22.54 4420.80 99649.92

Description No L W D Quantity Unit

8 BCD 5.33A.2.2 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 thecost ofcentring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Beams, planth beams,girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. cum 21.28 5677.20 120798.27

Description No L W D Quantity Unit

(10'' dia pile) piling 23 3.00 0.786 0.06 3.25 cu.mt

Below ground level of slab(long wall) 7 12.40 0.25 0.25 5.43 cu.mt

short wall 15 3.91 0.25 0.25 3.67 cu.mt

plinth beam(long wall) add 6'' at walltop 7 12.04 0.25 0.25 5.27 cu.mt

short wall (addn 6"at walltop)1 15 3.91 0.25 0.25 3.67 cu.mt

Total RCC in Footing and beams 21.28 cu.mt

9 BCD 5.33A.2.1 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 thecost ofcentring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Beams, planth beams,girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. cum 3.49 5293.50 18490.86

No L W D Quantity Unit

A Columns-Below Ground Lavel 23 0.25 0.25 0.6 0.86 cum

A Columns-Above Ground Lavel 23 0.25 0.25 1.83 2.63 cum

Total RCC in Columns 3.49 cum

10 BCD 5.11.7C Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP :34) etc. complete.Thermo-Mechanically Treated bars. (Fe 500 D ormore) kg 2229.38 90.80 202427.92

No L W D Quantity Unit

Thermo-Mechanically Treated bars. (Fe 500D or more) for pile and beam Upto Plinth Level Assuming steel@90 kg per 21.28 90 1915.00 kg

In Columns Assuming steel @90 kg per cubiccubic meter 3.49 90 314.38 kg

Total Reinforcements in RCC 2229.38 kg

11 BCD 5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for.Lintels, beams, plinth bams, griders, bressumers and contilevers. sqmt 142.95 404.70 57851.87

Description No L W D Quantity Unit

Total 142.95 sqmt

12 BCD 5.9.6 Centring and shuttering including strutting, propping etc. and removal of form for. Columns,Pillars, Piers, Abutments, Posts and Struts sqmt 44.73 494.40 22114.51

Description No L W D Quantity Unit

Total 44.73 sqmt

13 BCD 6.1.14A Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) cum 20.65 4819.90 99540.57

Description No L W D Quantity Unit

Below Longer plinth beam 7 12.04 0.250 0.600 12.642 cum

Below Longer plinth beam 0 44.2 0.125 0.150 0.000 cum

Below Shorter plinth beam 15 3.91 0.250 0.600 8.798 cum

deduction for column 21 0.25 0.250 0.600 0.788 cum

Total 20.65 cum

14 BCD 6.1.12/1 Brick work with bricks of class designation 100Ain foundations and plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand ) cum 73.17 5017.90 367172.54

Description No L W D Quantity Unit

Longer wall 7 12.04 0.250 1.830 38.558 cum

Below Longer plinth beam 0 44.2 0.125 0.150 0.000 cum

Shorter wall 10 3.91 0.250 1.830 17.888 cum

Thin wall for seprator for kennel(14 each) 98 1.04 0.125 1.830 23.314 cum

deduction for column 21 0.25 0.250 1.830 2.402 cum

Below Longer plinth beam 0 44.2 0.125 0.150 0.000 cum

deduction for opening in front side 5 1.83 0.250 1.830 4.186 cum

Total 73.17 cum

14 BCD 6.3A Brickworkwithbricksof classdesignation100Ain foundationsand plinth in : ExtraforBrickwork insuperstructureaboveplinth level uptofloorV cum cum 73.17 842.20 61625.92

Total same as item code.6.1.12/1 Quantity Unit

73.173 vide qty of itm no. 14

Below Longer plinth beam 0 44.2 0.125 0.150 0.000 cum

Shorter wall 0 3.91 0.250 1.830 0.000 cum

Thin wall for seprator for kennel(14 each) 0 1.04 0.125 1.830 0.000 cum

deduction for column 0 0.25 0.250 1.830 0.000 cum

Below Longer plinth beam 0 44.2 0.125 0.150 0.000 cum

deduction for opening in front side 0 1.83 0.250 1.830 0.000 cum

Total 73.173 cum

14 BCD 13.11.2 Cement plaster in course sand12 mm cement plaster of mix: 1:4(1 cement :4 coarse sand) cum 982.00 152.90 150147.80

Total Qty Quantity Unit

Below Longer plinth beam 0 44.2 0.125 0.150 0.00 cum

Shorter wall 0 3.91 0.250 1.830 0.00 cum

Thin wall for seprator for kennel(14 each) 0 1.04 0.125 1.830 0.00 cum

deduction for column 0 0.25 0.250 1.830 0.00 cum

Below Longer plinth beam 0 44.2 0.125 0.150 0.00 cum

deduction for opening in front side 0 1.83 0.250 1.830 0.00 cum

Total 982.00 m2

14 BCD 13.78.1 Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primer cum 982.00 38.60 37905.20

Total same as item code.13.11.2 Quantity Unit

Below Longer plinth beam 0 44.2 0.125 0.150 0.00 cum

Shorter wall 0 3.91 0.250 1.830 0.00 cum

Thin wall for seprator for kennel(14 each) 0 1.04 0.125 1.830 0.00 cum

deduction for column 0 0.25 0.250 1.830 0.00 cum

Below Longer plinth beam 0 44.2 0.125 0.150 0.00 cum

deduction for opening in front side 0 1.83 0.250 1.830 0.00 cum

Total 982.00 m2

14 BCD 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade New work (three or more coats) cum 982.00 81.20 79738.40

Total same as item code.13.11.2 Quantity Unit

Below Longer plinth beam 0 44.2 0.125 0.150 0.00 cum

Shorter wall 0 3.91 0.250 1.830 0.00 cum

Thin wall for seprator for kennel(14 each) 0 1.04 0.125 1.830 0.00 cum

deduction for column 0 0.25 0.250 1.830 0.00 cum

Below Longer plinth beam 0 44.2 0.125 0.150 0.00 cum

deduction for opening in front side 0 1.83 0.250 1.830 0.00 cum

Total 982.00 m2

15 BCD 10.16.1 Steel work in built up tubular (round, squareor rectangular hollowtubes etc.)trusses etc., including cutting, hoisting, fixingin position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete Hot finished welded type tubes kg 4206.75 123.90 521216.33

Description No L W D Quantity Unit

Total Weight of tubular trusses@ 1.5kg per sqmt 4206.75 kg

Total 4206.75 kg

16 BCD 12.1.2 Providing corru gated G.S. sheet roofing including vertical / curved surface fixed with polymer coated Jor L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washersor with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on over lapping of sheets complete (upto any pitchinhorizontal/vertical or curved surfaces), excluding thecost of purlins, raftersand trussesandincluding cutting to size and shape wherever required. 0.8mm thick with zinc coating not less than 275 gm/mz sqm 411.21 1501.30 617352.14

Description No Quantity Unit

cutting size and shape wherever required Roofing over the structure 1 17.53 12.800 224.384 sqm

side of the structure 1 12.04 0.610 7.344 sqm

Total 357.58 sqm

15 percent extra for overlapping 15% 53.64 sqm

17 BCD 12.9.1 Providing and fixing15cm wide45 cm over all semi circularplainG.S.sheet gutter withiron brackets 40x3mm size bolts,nuts and washers etc. including making necessary connections with rain water pipes complete. 0.80 mm thick with zinc coating not less than 275 gm/m2 rmt 28.96 577.40 16721.50

Description No L W D Quantity Unit

Total GS sheet gutter Both side of structure 1 28.96 28.960 rmt

Total 28.96 rmt

18 BCD 13.26 Neat cement punning sqm 225.41 40.50 9129.17

Description No L W D Quantity Unit

Total 225.41 sqm

19 BCD 11.6.1 Cement plaster skirting (upto 30cm hieght ) with cement mortar1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement. 18 mm thick sqm 754.19 304.15 229387.34

Description No L W D Quantity Unit

internal 5 56.90 1.90 540.55 sqm

external 1 103.63 1.90 196.90 sqm

door deduction 5 1.83 1.83 16.74 sqm

total wall tile required Total 754.19 sqm

20 BCD 10.16.1 Steel work in built up tubular (round, squareor rectangular hollowtubes etc.)trusses etc., including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete Hot finished welded type tubes kg 7845.75 123.90 972088.43

Description No L W D Quantity Unit

30 kg per sqmt Total 7845.750

21 BCD 13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats) sq n 523.06 83.50 43675.51

Description No L W D Quantity Unit

New steel work (two or more coats 2*Area of steel section 2 261.530 523.060 sq n

Total paint area Total 523.060

22 BCD 11.78 Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape,made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of finesand, compacting and properem bedding/layingof interlocking paver blocks in tothe sand bedding layer through vibratory compaction by usingplate vibrator, fillingthe jointswith jamunasandandcuttingof paverblocksasper required size and pattern,finishing and sweeping extra sand in footpath,parks, lawns,drivewaysor light trafficparkingetc.complete as per manufacturer’s specifications & direction of Engineer-in-Charge. 60mmthickC.C.paverblockofM-35gradewithapprovedcolour, design & pattern. sqm 111.69 714.00 79744.66

Description No L W D Quantity Unit

size and pattern,finishing and sweeping extra sand 1 4.270 18.900 80.703 sqm

Total paver block area Total 111.687

23 Drain (rcc) as per sub 23.47 460.26 10802.30

All 5 block estimate

Total leanth 23.47

24 Carriage Cost of materials #NAME?

(i) From Koilwar (105.0Km) Coarse Sand m3 142.655 2353.33 335714.74 #NAME?

(ii) From Mirjapur (278.0Km) S/Chips m3 40.22 2133.77 85810.11

(iii) Local (03.0Km) Local Sand m3 49.86 310.47 15479.95

(iv) Local (01.0Km) Cement mt 59.86 0.00 0.00

(v) Local (01.0Km) Steel mt 0.000 467.41 0.00

( vi) S/METAL CUM 0.00 1810.21 0.00

(vii) S/DUST CUM 0.00 1752.07 0.00

(v) Paver Block TH 5816.669 0.94 5473.49

25 Seigniorage Fee 70895.83

(iv) S/Chips 40 mm m3 0.00 0.00 0

Sub Total (C) = 5,692.26

26 Diffrence Cost Of Materials

Sub Total-D 17,949.27

Grand Total(A+B+C+D) 4,538,093.14

Add [email protected]%(Excluding S.F) 243,241.79

Grand Total= 4,787,027.19

s.no's Description qty unit cement c.sand s.c.10mm s.chips 20mm S.C 40MM Dust STEEL L.SAND BRICK PAVER

MT Cum Cum Cum CUM Kg CUM

CHAPRA MUNICIPAL CORPORATION

BILL OF QUANTITY(BOQ)

Construction of Animal Birth Control centre (ABC) & Dog Shelter along with Boundary wall, internal drain work,sanitation and electric fittings near Railway Dhalla no-44, Huse Chapra,Saran.

SIZE:-145 feet x 85 feet

NO. L W D/H UNIT Qty. Rate AMOUNT

Sl. No. SOR No. Item Unit Qty. Rate Total

2 BCD 15.2.1 Demolishing cement concrete including disposal of material within50 metre lead:1:3:6 or richer mix m3 0 970.9 0.0

No L W D Quantity Unit

2 BCD 15.2.1 Demolishing cement concrete including disposal of material within50 metre lead:1:3:6 or richer mix m3 0 970.9 0.0

No L W D Quantity Unit

1 BCD 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 mAll kinds of soil. 100sqm 10.664 1355.40 14454.66

No L W D Quantity Unit

complete area 1 135 85 11475.0 sft

2 BCD 2.8.1 Earthwork in excavationinfoundationtrenchesordrains(notexceeding1.5 minwidthor10sqmonplan) includingdressingof sidesandrammingof bottoms, lift upto 1.5m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All Kinds of soil m3 280.04 360.70 101010.43

No L W D/H Quantity Unit

complete area 1 1353 2 2 5412.0 cft

2 BCD 2.2.1 Earthwork in rough excavation , banking excavated earth in layer not exceeding20cmindepth,breakingclodswatering, rollingeachlayerwith 1/2tonnerollerorwoodenorsteel rammersandrollingevery3rdandtop most layer with power roller of minimum8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banksandguidebanksor filling up ground depressions. lead upto 50 m and lift upto 1.5 m. All Kinds of soil cu.mt 17.87 0.00 0.00

No L W D Quantity Unit

Below ground level of slab(long wall) 7 12.0396 0.25 0.25 5.3 cu.mt

(Short wall) 15 3.9116 0.25 0.25 3.7 cu.mt

Below longer plinth beam 7 12.0396 0.25 0.25 5.3 cu.mt

Below shorter plinth beam 15 3.9116 0.25 0.25 3.7 cu.mt

Total Excavation 17.9

3 BCD 20.3A.1 Making25cm(10")dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinarysoi! (vide classification of soil item A )true to plum bandwithout eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr ,Leadin eludingalllifts,allcompleteasperapproveddisignand directionofE/lDetailsofcostfor4pilesof4m=16mtrs depth ) mtr 69.00 0.00 0.00

No L W D Quantity Unit

3 BCD 11.72 Providing desinition 100A brick flate soling. m3 0.000 283.30 0.0

No L W D Quantity Unit

4 BCD 2.3.1 Banking excavated earth in layers not exceeding 20cm in depth,breaking clods,watering.rolling each layer with1/2 tonne roller, or woodenor 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 guid ebanks etc. lead upto 50m and lift upto 1.5 m. All Kinds of soil cu.mt 0.00 224.00 0.00

No L W D Quantity Unit

raising from ground 2 fr 0 1353 19.30 0.60 0.0 cu.mt

3 20.2 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 lessthan 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 300 dia of pile cap). m 348.00 902.60 314104.80

20.2.1 300 mm dia piles

4 BCD 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 967.36 287.30 277922.53

No L W D/H Quantity Unit

plinth and outer areas 1 135 85 2.5 28687.5 cft

Foundation 1 1353 2.000 0.5 1353.0 cft

main building extra filling 1 125 60.000 1 7500.0 cft

deduct for wall areas 1 1353.00 0.83 3.5 -3930.5 cft

Total 33634.0 cft

Total 952.5 cum

5 BCD 11.72 Providingdesignation100Aonebrick flat soling joints filled with local sand including cost of watering, taxes, royaltyall complete as per building specification and direction of E/l, sqm 1240.24 283.30 351359.99

Description No L W D/H Quantity Unit

Foundation 1 1353 2 2706.0 sft

Steps 0 8 3 0.0 sft

plinth 1 135 85 11475.0 sft

deduction for wall area 1 1353 0.83 -1123.0 sft

deduction for pile 226.08 0.41 0.41 -38.0 sft

Total 13020.0 sft

6 BCD 4.1.2 Providing and laying in positioncement concreteof specifiedgrade exluding the cost of centring and shuttering-all work upto plinth level.1:1.5:3(1Cement :1.5coarse sand:3 graded stone aggregate 20mm nominal size) m3 43.31 4420.80 191445.62

Description No L W D/H Quantity Unit

Foundation 1 1353 2.000 0.250 676.5 cft

deduction for wall area 1 1353 0.830 0.250 280.7 cft

deduction for piles 226.08 0.5 0.500 0.250 14.1 cft

Total 1529.1 cft

7 BCD 4.1.3 Providing and laying in positioncement concreteof specifiedgrade exluding the cost of centring and shuttering-all work upto plinth level.1:2:4(1Cement :2coarse sand:4 graded stone aggregate 20mm nominal size) m3 4.00 3998.10 15992.40

8 BCD 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost o centring,shuttering,finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size). m3 130.150 4688.30 610182.00

Description No L W D/H Quantity Unit

Grade Beam under foundation 1 1362.33 0.830 1.000 1130.7 cft

Plinth Band 1 1362.33 0.833 0.670 760.3 cft

Total Total 1891.1 cft

9 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. cum 21.294 5670.00 120738.10

1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size)

Description No L W D/H Quantity Unit

longerColumn 42 0.833 0.833 16.3 475.0 cft

short column 30 0.833 0.833 13.3 276.9 cft

Total 751.9 cft

10 BCD 5.3+5.2.2,5.2.3 Reinforced cement concrete work in arhes, archribs, domes, vaults, shells, folded plate and roofs havings lope more than150 upto floor five level excluding the cost of centring. Shuttering. Finishing and reinforement with 1:2:4(1 cement:2 coarse sand :4 graded stone aggregate 20mm nominal size) cum 26.75 5677.20 151865.10

Description No L W D/H Quantity Unit

Total 944.4 cft

8 BCD 5.33A.2.1 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 thecost ofcentring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Beams, planth beams,girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. cum 3.49 0.00 0.00

No L W D Quantity Unit

A Columns-Below Ground Lavel 23 0.25 0.25 0.6 0.9 cum

A Columns-Above Ground Lavel 23 0.25 0.25 1.83 2.6 cum

Total RCC in Columns 3.5 cum

9 BCD 5.11.7C Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP :34) etc. complete.Thermo-Mechanically Treated bars. (Fe 500 D ormore) kg 2721.88 0.00 0.00

Description No L W D Quantity Unit

Thermo-Mechanically Treated bars. (Fe 500D or more) for pile and beam Upto Plinth Level Assuming steel@90 kg per 26.75 90 2407.5 kg

In Columns Assuming steel @90 kg per cubiccubic meter 3.49 90 314.4 kg

Total Reinforcements in RCC 2721.9 kg

11 BCD 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for.Foundations, footings, bases of columns etc. for mass concrete. m2 938.66 211.60 198620.46

Description No L W D/H Quantity Unit

Foundation 2 1353.00 0.830 2246.0 sft

Column Below PL 288 0.83 3.000 717.1 sft

Plinth Band 2 1362.33 0.67 1825.5 sft

Grade Beam 2 1362.33 1.00 2724.7 sft

Total 7513.3 sft

12 BCD 5.9.2 Centring and shuttering including strutting,propping etc. and removal of form for. Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. m2 383.60 375.10 143888.36

13 BCD 5.9.3 Suspended floors, roots, landings, balcnies and access platform. m2 59.28 437.50 25935.00

14 BCD 5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for.Lintels, beams, plinth bams, griders, bressumers and contilevers. m2 210.73 404.70 85282.63

Lintel band 2 969.00 0.67 1298.5

Top band 2 969.00 0.5 969.0 sft

Total 2267.5 sft

15 BCD 5.9.6 Centring and shuttering including strutting, propping etc. and removal of form for. Columns,Pillars, Piers, Abutments, Posts and Struts m2 261.03 494.40 129054.94

Description No L W D/H Quantity Unit

Total 2808.7 sft

16 6.1A+6.1.12 Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:4 (1 cement: 4 coarse sand ) m3 81.50 5017.90 408958.85

17 BCD 6.1.14A Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) cum 49.02 4819.90 236271.50

Description No L W D/H Quantity Unit

Below Longer plinth beam 0 44.2 0.13 0.15 0.0 cum

Total 2623.9 cum

18 6.1.14A+6.3A Brick work with bricks of class designation 100A in foundations and plinth in :Cement mortar 1:6 (1 cement: 6 coarse sand ) + Extra for Brick work in above plinth cum 348.11 5662.10 1971031.05

Building 1 969 0.833 13 10493.3 cft

Truss Support 1 65 0.833 3 162.4 cft

Dog Ward And Kitchen 1 420 0.833 8 2798.9 cft

Total 12291.7 cft

19 6.18.4A+6.19A Half brick masonry with bricks of class designation 100A in foundations and plinth in :Cement mortar 1:4 (1 cement: 4 coarse send) m2 134.76 689.00 92848.51

Partition wall 1 145 10 1450.0 sft

Total 1450.0 sft

16 BCD 6.1.12/1 Brick work with bricks of class designation 100Ain foundations and plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand ) cum 73.17 0.00 0.00

Description No L W D Quantity Unit

Longer wall 7 12.04 0.250 1.830 38.6 cum

Below Longer plinth beam 0 44.2 0.125 0.150 0.0 cum

Shorter wall 10 3.91 0.250 1.830 17.9 cum

Thin wall for seprator for kennel(14 each) 98 1.04 0.125 1.830 23.3 cum

deduction for column 21 0.25 0.250 1.830 2.4 cum

Below Longer plinth beam 0 44.2 0.125 0.150 0.0 cum

deduction for opening in front side 5 1.83 0.250 1.830 4.2 cum

17 BCD 6.3A Brick work with bricks of class designation 100A in foundation sand plinth in : Extra for Brick work insuper structure above plinth level upto floor V cum cum 73.17 0.00 0.00

Total same as item code.6.1.12/1 Quantity Unit

73.2 vide qty of itm no. 14

Below Longer plinth beam 0 44.2 0.125 0.150 0.0 cum

Shorter wall 0 3.91 0.250 1.830 0.0 cum

Thin wall for seprator for kennel(14 each) 0 1.04 0.125 1.830 0.0 cum

deduction for column 0 0.25 0.250 1.830 0.0 cum

Below Longer plinth beam 0 44.2 0.125 0.150 0.0 cum

deduction for opening in front side 0 1.83 0.250 1.830 0.0 cum

20 BCD 13.11.2 12 mm cement plaster on rough side of single or half brick wall of mix. 1:4 (1 cement: 4 coarse sand) sqm 3988.60 152.90 609856.94

Description No L W D/H Quantity Unit

Building 2 969 13 25194.0 sft

Below Longer plinth beam 0 44.2 0.125 0.150 sft

Shorter wall 0 3.91 0.250 1.830 sft

Thin wall for seprator for kennel(14 each) 0 1.04 0.125 1.830 sft

deduction for column 0 0.25 0.250 1.830 sft

Below Longer plinth beam 0 44.2 0.125 0.150 sft

deduction for opening in front side 0 1.83 0.250 1.830 sft

Side truss Support 2 65 3 390.0 sft

Dog Ward And Kitchen 2 420 8 6720.0 sft

Outer 0 210 13 0.0 sft

Partition wall 2 145 10 2900.0 sft

Below Longer plinth beam 0 44.2 0.125 0.150 sft

Shorter wall 0 3.91 0.250 1.830 sft

Thin wall for seprator for kennel(14 each) 0 1.04 0.125 1.830 sft

deduction for column 0 0.25 0.250 1.830 sft

Below Longer plinth beam 0 44.2 0.125 0.150 sft

deduction for opening in front side 0 1.83 0.250 1.830 sft

Total 35204.0 sft

Below Longer plinth beam 0 44.2 0.125 0.150 sft

Shorter wall 0 3.91 0.250 1.830 sft

Thin wall for seprator for kennel(14 each) 0 1.04 0.125 1.830 sft

deduction for column 0 0.25 0.250 1.830 sft

Below Longer plinth beam 0 44.2 0.125 0.150 sft

deduction for opening in front side 0 1.83 0.250 1.830 sft

Below Longer plinth beam 0 44.2 0.125 0.150 sft

Shorter wall 0 3.91 0.250 1.830 sft

Thin wall for seprator for kennel(14 each) 0 1.04 0.125 1.830 sft

deduction for column 0 0.25 0.250 1.830 sft

Below Longer plinth beam 0 44.2 0.125 0.150 sft

deduction for opening in front side 0 1.83 0.250 1.830 sft

Total -1631.0 sft

Net Qty 33573.0 sft

21 BCD 13.17.2 CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT12mm cement plaster1:4(1cement:4coarsesand) finished with a floating coat of near cement Details of cost for 10 sqm sqm 123.79 192.20 23792.44

Description No L W D/H Quantity Unit

Step 2 8 4 64.0 sft

sideouter area upto pinth 2 135 2 540.0 sft

Below Longer plinth beam 0 44.2 0.125 0.150 0.0 sft

Shorter wall 0 3.91 0.250 1.830 0.0 sft

Thin wall for seprator for kennel(14 each) 0 1.04 0.125 1.830 0.0 sft

deduction for column 0 0.25 0.250 1.830 0.0 sft

Below Longer plinth beam 0 44.2 0.125 0.150 0.0 sft

deduction for opening in front side 0 1.83 0.250 1.830 0.0 sft

Total 844.0 sft

22 BCD 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 m2 922.80 84.50 77976.60

23 BCD 11.4 52 mm thick cement concrete flooring with metallic concrete hardener topping under layer 40mm thick cement concrete1:2:4(1cement:2 coarse sand:4graded stone aggregate 20mm nominal size) and top layer12mmthick metallicconcrete hardener consisting of mix1:2(1 cement hardener mix:2 stone aggregate 6 mm nominal size) by volume @2liter per 50kg of cement or as pe rmanufacture specification.This includes cost of cement slurry,etc.but excluding the cost of nosing of steps etc. complete. sqm 640.91 472.00 302509.47

Description No L W D/H Quantity Unit

wall deductions 1 1389 0.833 -1157.0 sft

Below Longer plinth beam 0 44.2 0.125 0.150 5.5 sft

Shorter wall 0 3.91 0.250 1.830 1.0 sft

Thin wall for seprator for kennel(14 each) 0 1.04 0.125 1.830 0.1 sft

deduction for column 0 0.25 0.250 1.830 0.1 sft

Below Longer plinth beam 0 44.2 0.125 0.150 5.5 sft

deduction for opening in front side 0 1.83 0.250 1.830 0.5 sft

half brick deduction 1 145.00 0.410 -59.5 sft

24 BCD 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS:15622 (Thickness to be specified by the manufacture) of approved make inall colours, shades exceptburgundy,bottle green,black of any size as approved by Engineer-in-chargein skirting, risers of steps and dados over 12mm thick bed of cement Motar 1:3(1cement: 3 coarse sand)andjointingwithgreycement [email protected] including pointing in white cement mixed with pigment of matching shade complete. sqm 54.00 795.00 42930.00

Deduction DOOR 2 2.5 7.000 -35.0 sft

Total 189.0 sft

25 BCD 11.41.2 Providing and laying vitrifed floor tiles in different sizes{thickness to be specified by the manufactruer)with water absorption's less than 0.08% and conforming to IS : 15622of approve dmake in all colour sand shades, laid on 20mm thick cement mortar1:4(1cement: 4coarse sand ) includinggrouting the joint withwhitecement andmatching pigments etc., complete.Size of Tile 60x60 cm sqm 659.26 1638.80 1080395.29

deduct for wall areas 1 969.00 0.830 -804.3 sft

Total -1212.3 sft

26 BCD 10.32.2 Steel work welded in built up sections/framed worK including cutting hoisting, rixing inpositionandapplyingaprimingcoat of approvedsteel primer using structural steel, etc. as required.Ingratings, frames,guardbar, ladders, railings,brackts.gates& similar works. kg 24192.00 114.60 2772403.20

Description No L W D/H Quantity Unit

736sftX3kg per sft 1840.0 kg

Truss Support 1 140 64 8960.0 sft

2.70kg/sft Total 24192.0 kg

27 BCD 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc.with M.S. flats, square or round bars etc. including priming coat withapproved steel primer all complete. kg 3795.50 144.50 548449.75

TOTAL 136.0 sft

2.5KG/SQFT WEIGHT 340.0 kg

28 BCD 9.20.1+9.22.1 Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I) decorative type,core of block board construction with frame of 1st class hardwood and wel lmatched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including stainless steel butt hinges with necessary screws sqm 29.60 3253.70 96309.52

Total 563.5 sft

29 BCD 10.4 Providing and fixing1mm thick M.S.sheet sliding-shutterswithframeand diagonalbracesof40x40x6mmangleiron,3mmM.S.gussetplatesat the junctionandcorners, 25mmdiapulley, 40x40x6mmangleandT-iron guideat the topbottemrespectively includingapplyingaprimingcoat of approved steel primer sqm 7.81 4279.90 33426.02

Description No L W D/H Quantity Unit

30 BCD 10.3 Providing and fixing in position collapsible steel shutters with vertical channes20x10x2mmandbracedwith flat irondiagonals20x5mmsize withtopandbottomrailofT-tron40x40x6mmwith40mmdiasteelpulleys completewithbots.nuts lockingarrangement stoppers handies including applying a priming coat of approved steel primer. sqm 10.41 6303.40 65611.60

Description No L W D/H Quantity Unit

entry gate 1 and 2 2 8.00 7.000 112.0 sft

Total 112.0 sft

27 BCD 12.1.3 Providing corrugatedG.S. sheet roofing includingvertical / curvedsurface fixedwithpolymercoatedJorLhooks, boltsandnuts8mmdiameterwith bitumenandG.I. limpetwashersorwithG.I. limpetwashersfilledwithwhite lead, includingacoat of approvedsteel primer and twocoatsof approved paintonoverlappingofsheetscomplete(uptoanypitchinhorizontal/vertical or curvedsurfaces), excluding thecost of purlins, raftersand trussesand including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gm/m2 sqm 1075.61 0.00 0.00

Description No L W D Quantity Unit

15% for over lapping 1509.6 sft

Total 11573.6 sft

31 BCD 12.1.3 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated Jor L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpetwashersfilledwithwhite lead, includinga coat of approved steel primer and two coats of approved paint on over lapping of sheets complete (upto any pitch in horizontal/ vertical or curved surfaces), excluding thecost of purlins, raftersand trussesand including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gm/m2 sqm 1075.56 1257.30 1352298.60

Description No L W D/H Quantity Unit 67.5

15% for over lapping 1509.0 sft

Total 11573.0 sft

32 BCD 12.60.2 Providing and fixing false ceiling with12mm thick plain/or with design ceiling tiles of BWP type phenol for maldehyde synthetic resin bonded pressed particleboardconformingtoIS:3087finished with a coatofaluminum primer on both sides & edge sand two coats of synthetic enamel paint of approved quality one xposed face fixed to agridmadeoutofanodizedaluminum(with 15micronanodiccoating)T-sections35x15x1.5mmsizemainrunnersand crossrunners23.5x19x1.5mmfixedtomainrunnersplaced600mmcentre tocentrebothwayssoastoformagridof600mmsquare.Theframework shallbesuspendedfromceilingbyleveladjustinghangersof6mmdiaM.S. rod fixed to roof slabnymeansof ceilingcleats. Thesuspendersshall be placed600x1200mmcentretocentre includingfixingto theframewithCP brassscrewsandapplyingaprimingcoatofzincchromateyellowprimer for steel members complete (Frame work and suspenders to be paid for separately) sqm 752.79 670.90 505045.54

Description No L W D/H Quantity Unit

Bulding 1 135.00 60.00 8100.0 sft

Total 8100.0 sft

33 BCD 9.147D.5 Three track three panels sliding window made of (bigseries) frame 116x45mm & sash 46x62mm both having wall thickness of 2.3±0.2mm and single glazing bead/double glazing bead of appropriate dimension. (Area of window above 1.75 sqm) sqm 55.76 8624.00 480892.19

Description No L W D/H Quantity Unit

Total 600.0 sft

34 BCD 10.14.1 Providing and fixingT-iron frames for doors,windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixingwith 15x3mm lugs 10 cm long embedded in cement concrete block 15x10x10 cmofC.C.1:3:6(1Cement :3coarsesand : 6 graded stone aggregate 20 mm nominal size). kg 368.14 110.40 40642.68

Description No L W D/H Quantity Unit

(179.5rft/3.28)mtr*3kg Total 122.7 mtr

35 BCD 13.40A Providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete. sqm 2146.06 127.90 274481.07

70% of total plastered area

36 BCD 13.48.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications.Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm. sqm 3065.80 117.30 359618.34

total plastered area

29 BCD 13.81.3+13.82.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications.Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm. sqm 2763.40 0.00 0.00

Description No L W D Quantity Unit

Qty vide itam no.14,15

Qty vide itam no.14,15

37 BCD 13.81.3+13.82.1 Applying priming coat:With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works AND Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:New steel work (two or more coats) sqm 138.99 118.10 16414.36

Description No L W D/H Quantity Unit

Total paver block area Total 1495.5 sft

38 Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars TMTC-500-

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia.

pile upto plinth 432 3 1296 m

grade beam 6 415.24 2491.44 m

plinth band 4 415.24 2491.44 m

total 7602.72 m

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia.

LINTEL BAND 4 295.42 1181.68 m

TOTAL 2363.36 m

5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia.

PILE upto plinth 1440 0.88 1267.20 m

GRADE BEAM 2768 0.99 2740.32 m

PLINTH BEAM 2768 0.78 2159.04 m

LINTEL BAND 1970 0.75 1477.50 m

total 10810.16 m

Pile upto plinth 557.26 cft 0 cum 90kg/cum 0

column And beam 3210.37 cft 0 cum 90kg/cum 0

SubTotal A 15,933,024.76

39 Carriage Cost of materials

(iii) Local Sand m3 986.13 310.47 306163.78

(iv) Local (01.0Km) Cement mt 163.27 0.00 0.00

(v) Local (01.0Km) Steel mt 0.000 467.41 0.00

( vi) S/METAL CUM 0.00 1810.21 0.00

(vii) S/DUST CUM 0.00 1752.07 0.00

(v) Paver Block TH 0.000 0.94 0.00

40 Seigniorage Fee

(i) Coarse Sand m3 473.126 17.58 8317.56

(iv) S/Chips 40 mm m3 0.00 0.00 0

(vii) S/DUST CUM 0.00 117.23 0.00

Total 177,326.74

41 Diffrence Cost Of Materials

Ciment mt 0.00 264.63 0.00

Sub Total-D 0.00

Add [email protected]%(Excluding S.F) 939,845.22

Grand Total= 18,651,597.75

Electricfication works @ 3% 478,204.41

Sanitaroy fittings and water supply works @3% 478,204.41 19,972,675.50

Saptic Tank and soak pit @1% 159,401.47

signboard 2 nos @ 5000 each 10,000.00

Total 19,777,408

BOUNDARY WALL WITH CAMPUS DEVELOPMENT WORKS 0.00

Add 1% Contingency charge upto 1 cr 0.00

Add 0.5% Contingency charge above 1 cr 0.00

TOTAL 19,777,408

Say TOTAL 195267.46

s.no's Description qty unit cement c.sand s.c.10mm s.chips 20mm S.C 40MM Dust STEEL L.SAND BRICK PAVER

1 L/S FILLING 967.360 m3 967.36

9 Reinforcement 12472.120 kg 12.47

MT Cum Cum Cum CUM MT CUM

MUZAFFARPUR MUNICIPAL CORPORATION MUZAFFARPUR

NAME OF WORK -WARD 1 DEPARTMENTAL

Sl. No. SOR No. Item Unit Qty. Rate Total

1 BCD 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All Kinds of soil. total no. of footing @3m c/c m3 122.75 360.70 44274.00

No L W D Quantity Unit

Demolishing cement concrete including disposal of material within50 metre lead:1:3:6 or richer mix

No L W D Quantity Unit

Total 122.745 m3

2 BCD 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. m2 478.50 287.30 137472.00

No L W D Quantity Unit

paver block 466.84 cum

3 BCD 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royaltyall complete as per building specification and direction of E/l, m2 116.58 283.30 33027.00

Description No L W D Quantity Unit

below tie beam 1 139 0.3 41.7 m2

4 BCD 6.1.14A+6.3a Brick work with bricks of class designation 100A in foundation sand plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand ) m3 60.81 5662.10 344326.00

Description No L W D Quantity Unit

in substructure 1 139 0.250 0.75 26.0625 m3

in super substructure 1 139 0.13 2.000 34.75 m3

5 BCD 4.1.3 Providing and laying inposition cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:2:4(1Cement: 2coarseb sand:4 graded stone aggre gate20mm nominal size) m3 17.487 3998.10 69915.00

Description No L W D Quantity Unit

wall (Under Beam) 1 139 0.30 0.150 6.255 m3

6 BCD 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost o centring,shuttering,finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size). m3 34.02 4688.30 159496.00

Description No L W D Quantity Unit

column upto GL 52 0.25 0.25 1.500 4.88 m3

7 BCD 5.2.2 Reinforced cement concrete work in wall (any thickness), including attachedpilasters,buttresses,plinthandstringcourses, 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) m3 9.75 5670.00 55283.00

Description No L W D Quantity Unit

8 BCD 5.3 Reinforced cement conrete work in beams,suspended floors, roofs havingslopeupto15, landings,balconiec,shelves,chajjas, lintels,bands, plainwindowsills, staircasesandspiral staircasesuptofloor five level excludingthecostofcentring,shuttering, finishingandreinforementwith 1:2:4(1cement:2coarsesand:4gradedstoneaggregate20mmnominal size). m3 12.16 5335.90 64898.00

Description No L W D Quantity Unit

9a BCD 5.9.1 Centring and shuttering including strutting, propping etc. and removal of form for. Foundations, footings, bases of columns etc. for mass concrete. m3 62.40 211.60 13204.00

Description No L W D Quantity Unit

(a)F1 10x4(for four side) 52 4.8 0.25 62.4 m2

mid band 1 139 0.5 69.5 m2

top band 1 139 0.2 27.8 m2

above ground lvl 52 2 0.25 3 78 m2

6 BCD 5.22.1B Reinforcement forR.C.C.work includingstraightening,cutting,bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-10mm dia. m3 4474.40 97.10 434464.00

Qty Vide itm no. 6,7 and 8TMT FE 500 8mm kg

6 BCD 13.11.4 Cement plaster in course sand 12 mm cement plaster of mix: 1:6(1 cement: 6 coarse sand) m3 957.60 141.50 135500.00

Description No L W D Quantity Unit

in side wall 1 152 3.000 456 m3

out side wall 1 152 3.00 456 m3

top of wall 1 152 0.300 45.6 m3

6 BCD 13.79.2 Finishingwallswithwaterproofingcement paintof approvedbrand and manufacture and of required shade to give an even shade Old work (one or more coats) m3 729.60 81.20 59244.00

Description No L W D Quantity Unit

in side wall 1 152 2.400 364.8 m3

out side wall 1 152 2.10 319.2 m3

top of wall 1 152 0.300 45.6 m3

BCD 11.79 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge:

NO L W(L+R) Quantity

A 11.79.1 with approved colour desing and pattern

B 11.79.2 with colour design and pattern

6 BCD 10.4 Providingandfixing1mmthickM.S.sheetsliding-shutterswithframeand diagonalbracesof40x40x6mmangleiron,3mmM.S.gussetplatesat the junctionandcorners, 25mmdiapulley, 40x40x6mmangleandT-iron guideat the topbottemrespectively includingapplyingaprimingcoat of approved steel primer. m3 10.41 4279.90 44554.00

= Sub Total-A 2,183,175.23

8 Carriage Cost of materials

(i) From Koilwar (105.0Km) Coarse Sand m3 18.14 2353.33 42689.00

(ii) From Mirjapur (278.0Km) S/Chips m3 62.16 2133.77 132635.00

(iii) Local (03.0Km) Local Sand m3 468.59 310.47 145483.00

(v) Local (01.0Km) Steel mt 4.698 0.00 0.00

( vi) S/METAL CUM 0.000 0.00 0.00

(vii) S/DUST CUM 0.000 0.00 0.00

Sub Toal-(B) = 347,558.00

9 Seigniorage Fee

(i) Coarse Sand m3 18.14 175.80 3189.00

(iv) S/Chips 40 mm m3 0 468.92 0

(vii) S/DUST CUM 0.000 0.00 0.00

Total 253,684.76

Sub Total (C) = 25,368.00

10 Diffrence Cost Of Materials

Sub Total-D 20,096.94

Grand Total(A+B+C+D) 2,550,830.17

Add [email protected]%(Excluding S.F) 136,724.50

Grand Total= 2,712,922.67

s.no's Description qty unit cement c.sand s.c.10mm s.chips 20mm S.CHIPS 40MM Dust STEEL L.SAND

1 BCD 2.26 #REF! cum 0 0

2 BCD 4.1.5 #REF! cum #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF! #REF! #REF! 0 4698.12 478.498

MT Cum Cum Cum CUM Kg CUM

CONSTRUCTION OF ABC CENTRE AND DOG WARD IN SARAN DISTRICT,BIHAR.

ABSTRACT OF COST

Construction of Animal Birth Control centre (ABC) near Railway Dhalla no-44, Huse Chapra,Saran.

SL NO. WORK DESCRIPTION AMOUNT

1 CONSTRUCTION OF ABC CENTRE 0.00

2 CONSTRUCTION OF BOUNDARY WALL 1,972,392.00

3 CONSTRUCTION OF DRAIN 736,514.00

4 Electricfication works @ 3% 0.00

5 Saptic Tank and soak pit @1% 0.00

6 Sanitaroy fittings and water supply works @3% 0.00

7 SIGN BOARD 7,000.00

8 Contingencies 0.00

TOTAL 2,715,906

CHAPRA NAGAR NIGAM

LENGTH M 25 0.25 0.30

Sl. No. SOR No. Item Unit Qty. Rate Total

1 BCD 15.2.1 Demolishing cement concrete including disposal of material within50 metre lead:1:3:6 or richer mix m3 0.00 970.9 0.0

No L W D Quantity Unit

1 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All Kinds of soil m3 6.75 360.70 2435.00

No L W D Quantity Unit

2 BCD 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. m3 1.500 287.30 431.0

No L W D Quantity Unit

3 BCD 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead m3 1.69 123.90 209.0

No L W D Quantity Unit

4 BCD 4.1.5 Providingand laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:3:6(1Cement:3coarse sand:6graded stone aggregate 20mm nominal size) m3 1.50 3434.00 5151.0

No L W D Quantity Unit

5(a) BCD 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for. Foundations, footings, bases of columns etc. for mass concrete. m2 10.00 211.60 2116.00

No L W D Quantity Unit

5(B) BCD 5.9.2 Centring and shuttering including strutting,propping etc. and removal of form for Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. m2 42.50 375.10 15942.00

Description No L W D Quantity Unit

6 BCD 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost o centring,shuttering,finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size). m3 4.03 4688.30 18900.00

Description No L W D Quantity Unit

7(a) BCD 5.22.7b Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-10mm dia. kg 181.41 92.60 16798.00

Description No L W D Quantity Unit

(b) BCD 5.22.7A Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-8mm dia. kg 100.78 94.50 9524.00

Description No L W D Quantity Unit

= Sub Total-A 71,506.00

8 Carriage Cost of materials

(iv) Local (01.0Km) Cement mt 1.94 0.0 0.0

(v) Local (01.0Km) Steel mt 0.19 0.0 0.0

( vi) S/METAL CUM 0.000 0.00 0.00

(vii) S/DUST CUM 0.000 0.00 0.00

Sub Toal-(B) = 14,190.00

9 Seigniorage Fee

(i) Coarse Sand m3 2.42 175.8 425.0

(iii) S/Chips 10 mm m3 1.49 657.9 979.0

(iv) S/Chips 40 mm m3 0 486.9 0.0

(vi) Local Sand m3 1.50 141.9 213.0

(vii) S/DUST CUM 0.000 0.00 0.00

Total= 3,610.00

Sub Total (C) = 361.00

10 Diffrence Cost Of Materials

Sub Total-D 514.00

Grand Total(A+B+C+D) 86,571.00

Add [email protected]%(Excluding S.F) 4,620.86

Grand Total= 91,192.00

s.no's Description qty unit cement c.sand s.chips10mm s.chips 20mm S.CHIPS 40MM Dust STEEL L.SAND

MT Cum Cum Cum CUM Kg CUM