Construction of New Pashu Davakhana at Khedapa, Ta. Santrampur, Dist. Mahisagar

Name of Work :- Construction of New Pashu Davakhana at Khedapa, Ta.

Santrampur, Dist. Mahisagar

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

Civil works items

1 Excavation for foundation upto 1.50 mt depth including sorting out and stacking 111.20 Cum 272.57

of useful materials and disposing the excavated stuff for all lead and lift for all

2 Excavation for foundation from 1.50 mt to 3.00 mt. depth including sorting out 39.48 Cum 295.10

and stacking of useful materials and disposing the excavated stuff with all lead

and lift for all sorts of soil.

3 Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse sand 10.11 Cum 4352.09

: 4 graded stone aggregates 20 mm nominal size) and curing complete

excluding cost of formwork and reinforcement for reinforced concrete work in

(A) Foundations, footings, base or columns and mass concrete.

4 Provinding and laying controlled cement concrete M -250 and finishing 21.91 Cum 5064.14

smooth with curing etc complete, including the cost of formwork but excluding

the cost of reinforcement for R.C.C. work in(A) Foundations, footings, Base of

Columns and Mass concrete. (For Footing)

5 Providing and laying controlled cement concrete M-250 and curing complete 5.39 Cum 7967.89

including the cost of form work but excluding the cost of reinforcement for

reinforced concrete work in Columns, pillars, posts & struts upto floor two level

6 Providing and laying controlled cement concrete M-250 and finishing smooth 10.23 Cum 6053.94

with curing etc. complete including the cost of formwork but excluding the cost

of reinforcement for R.C.C. work in Plinth beams.

7 Filling available excavated earth (excluding rock) in trenches plinth side of 285.90 Cum 136.92

foundation etc. in layer not exceeding 20 cm in depth consolidation each

deposited layer by ramming and watering etc. complete.

8 Filling in foundation and plinth with murrum or selected soil in layers of 20 cm 45.68 Cum 295.15

thickness including watering, ramming and consolidating etc. complete.

9 Filling in plinth with sand under floors including watering, ramming, 5.91 Cum 479.80

consolidating and dressing complete.

10 Anti-Termite System : Providing and laying of permanent piping technology anti- 118.15 Sq.m. 134.33

termite treatment before flooring work by installing LLDP (Low linear density

polyethylene) tube of 8 mm O.D. & 6.4 mm 1.D. with inbuilt pressure

compensation chip every 30 cm interval in the tube, having working pressure of

2 Kg/cm2 and release rate of 1.9 Itr/hour fixed by P-clips and nails. The LLDP

pipe shall be installed at the entire periphery of the building and at internal

network of building at a depth of 20 to 200 mm under floor at every 2 to 3 mtr.

c/c distance (adjusted as per building layout) & ends of loop pass through a

PVC elbow of minimum 32 mm ID at junction box of wall and floor level,

entering into a steel reinforced grooved flexible pipe of minimum 22 mm ID

leading into junction box and the loops shall terminate in junction boxes & test

every junction during injecting chemicals for termite control treatment. The anti

termite chemical Imidacloprid 30.5% SC mix as per IS-6313 (part III) shall be

injected by the pressure pump diluted with water @ 10.5 ml/5 ltr of water at the

rate of 2 Kg/sq.cm @ 5 Ltr/SMT. The contractor shall submit approved line

plan for piping system and junction boxes dully approved by Engineer-in-

Charge with bond of 5 year warranty. (i) Permanent pipe system with junction

boxes (Only pipe network)

11 Providing and laying damp proof course 25mm thick cement concrete 1:2:4 (1- 17.43 Sq.m. 321.97

Cement : 2 coarse sand : 4 stone aggregate 10 mm nominal size) and curing

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

12 Providing and laying brick work using common burnt clay building conventional 10.42 Cum 4214.33

type bricks having crushing strength not less than 35 Kg./Sq.cm. in super

structure above plinth level and up to floor two level in cement mortar 1:6 (1

cement : 6 fine sand) including the cost of all materials and labour charges etc.

13 Providing and laying brick work using common burnt clay building conventional 36.18 Cum 4496.05

type bricks having crushing strength not less than 35 Kg/sq.cm. in super

structure above floor two level in cement mortar 1:6 (1 cement : 6 fine sand) for

Ground Floor including the cost of all materials and labour charges etc.

14 Providing and laying half brick work using common burnt clay building 21.33 Sq.m. 684.26

conventional type bricks having crushing strength not less than 35 Kg/Sq.cm in

cement mortar 1:4 (1 cement : 4 coarse sand) in super structure above floor

two level for Ground floor including the cost of all materials and labour charges

15 Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6 4.46 Cum 4147.33

crushed stone aggregates 20 mm nominal size) and curing complete including

cost of formwork in (A) Wall Caps / Coping

16 Providing and laying controlled cement concrete M-200 and curing etc. 1.77 Cum 7476.02

complete including the cost of form work but excluding the cost of

reinforcement in Lintel for Ground floor.

17 Providing and laying controlled cement concrete M-200 and curing etc. 1.76 Cum 6907.39

complete including the cost of form work but excluding the cost of

reinforcement in Chhajjas for Ground floor.

18 Providing and laying controlled cement concrete M-200 and curing complete 7.97 Cum 7934.56

including the cost of formwork but excluding the cost of reinforcement for

reinforced concrete work in (D) Columns, pillars posts and struts, upto jloor two

19 Providing and laying controlled cement concrete M-200 & curing complete 10.87 Cum 6560.96

including the cost of form work but excluding the cost of reinforcement for

reinforced concrete work in Beam upto floor two level for G.F.

20 Providing and laying controlled cement concrete M-200 & curing complete 16.47 Cum 4877.29

including the cost of form work but excluding the cost of reinforcement for

reinforced concrete work in Slabs, landing, cantilevers upto floor two level for

G.F. slab for Grade slab.

21 Providing and laying controlled cement concrete M-200 & curing complete 17.40 Cum 6658.93

including the cost of form work but excluding the cost of reinforcement for

reinforced concrete work in Slabs, landing, cantilevers upto floor two level for

22 Providing I.S.I. Mark T.M.T. bar Fe-500D reinforcement for R.C.C. work 10807.00 Kg. 77.29

including bending, binding and placing in position complete upto all floor level.

23 Providing and fixing M.S. Fan clamps type 1 to 16mm dia M.S. bar bent to 8.00 No. 136.75

shape with hooked ends to R.C.C. slabs curing, laying including painting the

exposed portion of loops, all as per standard design complete

24 Providing & fixing 40 mm thick Single shutter flush door solid core finished with 12.18 Sq.m. 7461.88

both side 1 mm thick lamination both side like 'NOVAPAN 'or equivalent of

natural wood grain shade as approved by this office having telephone black

granite 18 mm thick frame with double stone as per the instruction of Engineer

in charge with necessary SS hinges and fixtures etc. complete.

25 Providing & fixing 35 mm thick Single shutter flush door solid core finished with 1.89 Sq.m. 7053.84

both side 1 mm thick laminationboth side like 'NOVAPAN 'or equivalent, of

natural wood grain shade as approved by this office having telephone black

granite 18 mm thick frame with double stone including fixed ventilation above

lintel level as per drawing and as per the instruction of Engineer in charge with

necessary SS hinges and fixtures etc. complete.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

26 Providing and fixing window having extruded aluminum colour anodized section 14.40 Sq.m. 3328.96

frame main outer size 95mm x 24mm x 1.17mm (@ Wt. 0.738 Kg/mt),

horizontal three track member size 92mm x 31.75mm x 1.30mm (@ Wt.

Kg/mt), vertical member of size 92mm 31.75mm x 1.50mm (@ Wt. 1.06 Kg/mt)

with sliding shutters of horizontal member size 40mm x 18mm x 1.29mm (@

Wt. of 0.456 Kg/mt), vertical member of size 40mm x 18mm x 1.29 mm (@ Wt.

of 0.456 kg / mt) with 5 mm thick transparent bronze colour tinted float glass

with powder coated aluminum fittings and fixtures and transparent silicon

sealant glass fixing including granite frame as per details etc. complete.

27 Providing and fixing louvered type ventilators with powder coated aluminum 0.54 Sq.m. 13733.98

fittings and fixtures and Blur glass fixing to adjustable louvers and black granite

frame as per details and executed as per directed by Engineer in charge.

28 Providing and fixing M.S. grills of required pattern to wooden / Marble / Granite 237.32 Kg. 113.12

/ Stone frames of windows etc. with M.S. flats at required spacings and frame

alround, square or round bars with round headed bolts and nuts or by screws

(A) Ornamental Grill.

29 Providing and laying Vitrified tiles 8 to 10 mm thick, 36'' x 36'' in flooring treads 74.70 Sq.m. 1531.82

of steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement

: 3-coarse sand) finishing with flush pointing in white cement. Light shade

30 Providing and laying 24" x 24" vitrified 8 mm thick tiles flooring over 20mm 7.99 Sq.m. 1467.72

(average) base of cement mortar 1:6 (1 cement : 6 coarse sand) on new

surface or fixing on existing flooring by adhesive material including

dismentaling of existing flooring and jointed with color cement slurry including

finished with flush pointing & cleaning the surface etc. complete for anti skid.

31 Providing and laying Marbo Granite tiles 8 to 10 mm thick, 24'' x 24'' in skirting, 19.24 Sq.m. 1195.02

risers of steps and dedo on 10mm thick cement plaster 1:3 (1 cement :

coarse sand) and jointed with white cement slurry.

32 Providing and laying polished Kota stone slab flooring over 20mm (average) 23.59 Sq.m. 1019.39

thick base of cement mortar 1:6 (1-cement : 6 coarse sand) or L.M. 1.1.5 (1-

Lime putty :1.5 - coarse sand) laid over and jointed with grey cement slurry

mixed with pigment to match the shade of slab including rubbing and polishing

etc. complete. (A) 25mm thick

33 Providing and laying 18 mm thick machine cut, free edges, machine polished 3.60 Sq.m. 3325.93

Black Granite tread and risers in single piece with 1 cm nosing and necessary

grooves on treads etc. complete.

34 Providing and laying broken china mosaic flooring for terrace using 12 mm to 116.00 Sq.m. 779.70

20 mm broken pieces of glazed tiles to be laid over cement mortar 1:3 to plain

or slope and to be tempered to bring mortar creme out upto surface using

white cement including rounding off junctions and extending them upto 15 cm

along the wall, clearing with water and oxalic acid etc. as directed.

35 Providing and laying BBCC of 75mm thick layer in CM (1:3) including spraying 123.46 Sq.m. 626.20

two coat of water proofing chemical with selected brand by enginner in charge

i.e. perma or other with leveling complete for ready base of china mosaic

36 Providing and cement vata (10cm x 10cm size) quarter round in cement mortar 142.00 Rmt. 24.28

1:1 including neat cement finishing watering etc. complete.

37 Providing 15mm thick cement plaster in single coat on rough (similar) side of 216.11 Sq.m. 175.39

single or half brick walls for interior plastering upto floor two level and finished

even and smooth in cement mortar 1:4 (1 cement : 4 sand).

38 Providing 15mm thick cement plaster in single coat on brick/concrete walls for 130.78 Sq.m. 201.44

interior plastering upto floor two level and finished even and smooth in cement

mortar 1:4 (1-cement : 4 sand) for ceiling.

39 Providing 20mm thick sand faced cement plaster on walls upto height 10 283.61 Sq.m. 353.50

metres above ground level consisting of 12mm thick backing coat of C.M. 1:3

(1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-

sand) etc. complete.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

40 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 35.27 Rmt. 43.05

41 Applying two coats of putty & two coats of primer of approved brand and 208.67 Sq.m. 40.59

manufacture on new wall surface to give an even shade including thoroughly

brushing the surface free from mortar dropping and other foreign matter and

sand papered smooth.

42 Applying two coats of putty & two coats of primer of approved brand and 130.78 Sq.m. 42.77

manufacture on new wall surface to give an even shade including thoroughly

brushing the surface free from mortar dropping and other foreign matter and

sand papered smooth. (Ceiling Putty)

43 Wall painting two coats with plastic emulsion paint of approved brand and 208.67 Sq.m. 82.85

manufacture on wall surfaces to give an even shade including throughly

brushing the surface free from mortar droppings and other foreign matter and

sand papered smooth.

44 Finishing wall with weather proof exterior emulsion paint on wall surface (two 283.61 Sq.m. 120.26

coats) to give an required shape even shade after thoroughly brushing surface

to remove all dirt, dust and remains of loose powdered materials etc. complete.

45 Wall painting two coats with plastic emulsion paint of approved brand and 130.78 Sq.m. 85.03

manufacture on wall surfaces to give an even shade including throughly

brushing the surface free from mortar droppings and other foreign matter and

sand papered smooth on ceiling.

46 Providing, laying and jointing in true line and level I.S.I. mark 40mm dia. 18.00 Rmt. 148.12

U.P.V.C pipe (Sch-40) for cold water including fitting as approved by Engineer

in charge. Pipe shall be fixed on the wall with held of clamp at every two meter

c/c or shall be concealed as directed including necessary fitting etc. including

testing of pipe and joints and fixing the same with adhesive solvent including

cost of all materials.

47 Providing, laying and jointing in true line and level I.S.I. mark 32mm dia. 17.00 Rmt. 119.15

U.P.V.C pipe (Sch-40) for cold water including fitting as approved by Engineer

in charge. Pipe shall be fixed on the wall with held of clamp at every two meter

c/c or shall be concealed as directed including necessary fitting etc. including

testing of pipe and joints and fixing the same with adhesive solvent including

cost of all materials.

48 Providing, laying and jointing in true line and level I.S.I. mark 15mm dia. 26.00 Rmt. 72.65

U.P.V.C pipe (Sch-40) for cold water including fitting as approved by Engineer

in charge. Pipe shall be fixed on the wall with held of clamp at every two meter

c/c or shall be concealed as directed including necessary fitting etc. including

testing of pipe and joints and fixing the same with adhesive solvent including

cost of all materials.

49 Providing and fixing concealed center point to wall, ceiling and floor I.S.I. mark 7.00 Rmt. 660.58

C.P.V.C. (SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal

for potable water of following dia. nominal bore tube fittings and clamps

including making good the wall, ceiling and floor etc. complete. (F) 50 mm dia.

50 Providing and fixing concealed center point to wall, ceiling and floor I.S.I. mark 5.00 Rmt. 253.82

C.P.V.C. (SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal

for potable water of following dia. nominal bore tube fittings and clamps

including making good the wall, ceiling and floor etc. complete. (B) 25 mm dia.

51 Providing, laying and jointing in true line and level I.S.I. mark 110mm diameter 18.00 Rmt. 876.90

U.P.V.C. SWR Type B pipe confirming to IS 13592 -1992 with one end plain

and other end socketed with rubbering & fitting confirming to ISI 14735-1999 of

approved make for drainage system pipe line, pipe shall be jointed with each

other with rubber lubricant, pipe shall be fixed on wall using of PVC clamp of

the size 110mm diameter x 149mm length x 145mm high at every 2000mm

center to center or shall be concealed in wall as directed including necessary

fitting such as bends, shoes etc. including testing of pipe and joints and jointed

with adhesive solvent cement including cost of all materials.

52 Providing and fixing screw down bib taps of following size (A) Brass chromium 6.00 No. 186.83

plated screw down bib tap (i) 15mm dia. as approved by Engineer in charge for

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

53 Providing and fixing screw down bib taps of following size (A) Brass screw 4.00 No. 214.81

down bib tap polished bright (ii) 20mm dia. as approved by Engineer in charge

for all floors.

54 Providing and fixing pillar tap, capstan head screw down high pressure with 4.00 No. 354.69

screw, shanks and back nuts (B) 20mm dia. as directed by Engineer in charge.

55 Providing and fixing chromium plated brass half turn flush cock of approved 4.00 No. 263.77

quality including fixing in pipe line etc. complete. (ii) 25mm dia. as directed by

Engineer in charge.

56 Providing and fixing Gun metal check or non return full way wheel valve. 40 2.00 No. 663.43

57 Providing and fixing Gun metal check or non return full way wheel valve. (C) 25 3.00 No. 420.63

58 Providing and fixing Table top Basin having Granite of 18 to 20 mm thick 1.00 No. 9224.33

having minimum single plece length of 210 mm to be fixed on Walls to act as

Study Table / Wash Basin , including fixing the same using cement mortar in

proportion 1:1 etc. comp , Necessary Grove in Walls By Machine , Front Side

Round the edge and cutting hole in ganite stone for washbasin / Computer

59 Providing and fixing C.P. brass towel rail complete with C.P. brass brackets 3.00 No. 616.42

fixed to wooden plugs with C.P. brass screws.(B) 600 mm x 20 mm size.

60 Providing and fixing C.P. brass shower rose with 15mm or 20mm inlet.(A) 1.00 No. 282.16

100mm dia. each

61 Providing and fixing 600mm x 450mm bevelled edge mirror of superior glass 1.00 No. 859.41

mounted on 6mm thick A.C. sheet or plywood sheet and fixing to wooden plug

with C.P. brass screws and washers.

62 Providing and laying wash down water closet (European type Wall hung W.C. 1.00 No. 10271.70

pan) Florentine series FLS-WHT 0111B including providing and fixing

metropole flush cock seat cover, jet wash etc. complete unit of jaquar branch

(or equivalent) including installing and fitting as per manufacturers standards

by skilled trained plumber including testing etc. complete quality and brand as

approved by Engineer in charge.

63 Providing, laying and jointing in true line and level I.S.I. mark 160mm diameter 9.00 Rmt. 834.38

U.P.V.C. (Type B) confirming to IS 13592 -1992 with one end plain and other

end socketed with rubbering & fitting confirming to ISI 14735-1999 of approved

make for drainage system pipe line, pipe shall be jointed with each other with

rubber lubricant, pipe shall be fixed on wall using of PVC clamp of the size

160mm diameter x 210mm length x 196mm high at every 2000mm center to

center or shall be concealed in wall as directed including necessary fitting such

as bends, shoes etc. including testing of pipe and joints and jointed with

adhesive solvent cement including cost of all materials.

64 Providing and fixing PVC SWR Nahni Trap IS 14735 for drain with jail of the 5.00 No. 586.27

following nominal diameter of self cleansing design with C.I. screwed down of

hinged grating including the cost of cutting and making good the walls. (i)

65 Providing and laying (two level or slopes) and jointing with stiff mixture of 7.00 Rmt. 317.46

cement mortar in proportion 1:1 salt glazed stone ware pipes following nominal

internal diametre including testing of pipes and joints etc. complete. 150 mm

66 Constructing brick masonary chamber for under ground C.I. Inspection 2.00 No. 2932.93

chamber and bends with bricks having crushing strength not less than

Kg/cm2 in C.M. 1:5 C.I. cover with frame (light duty) 455 mm x 610 mm.

internal dimensions, total weight of cover with frame to be not less than

Kgs. weight of cover 23 Kg. and wt. of frame 15 Kg) R.C.C. top slab with 1:2:4

mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm. size)

foundation concrete 1:5:10 inside plaster 15 mm. thick with cement mortar 1:3

finished smooth with a floating coat of neat cement on walls & a bed concrete

etc. complete. (i) inside dimension 455mm x 610 mm and 450mm deep for

single pipe line.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

67 Providing erecting and fixing double coated Syntex or equivalent PVC (I.S.I.) 1500.00 Litre 3.95

mark water tank of required capacity each with all necessary fittings &

connection etc. comp on terrace.

68 Providing and fixing ball cock of approved quality as directed. (A) Copper metal 1.00 No. 132.89

69 Writing letter or figures on any surface with black japanpaint (stops,comas, 23.00 No. 3.52

hyphens and the like not to bemeasured and paid for separately) (ii)

Indian(Letters/Figures)

70 Providing and laying sandwich type kitchen platform of size 2.10 x 0.76 x 0.76 3.62 Sq.m. 17171.01

m and respected length with dhar polish or moulding having base 4" and

support & base with marble or kota as per site requirement also loft and base

finish with glaze tile and top with selected shed of marble or granite with gas

pipe provision and sink including all fittings, material and labour as per directed

by Engineer incharge.

71 Clearing and grubbing road land including uprooting rank vegetation grass 0.06 Hect. 84256.00

bushes, shrubs, sapling and trees girth up to 300 mm removal of stumps of

trees cut earlier and disposal of unserviceable materials (A) By manual means

in area of light jungle.

72 Providing & fixing Co2 type portable ABC Dry Powder type ABS Fire 4.00 No. 3535.00

extinguisher capacity 4.5 Kg. discharge range 3mt. timing 60 to 180 sec.

standard approved IS code No. 2878:2004.

73 Providing sock pit of 5.00 Cu.M. Volume includingexcavating and filling 1.00 No. 3457.27

brickbats with dry masonry workat top for 45cm. height including covering the

top withstone including providing vatas in C.M. 1:3 with finishingcuring etc.

complete as directed.

Rupees Twenty Seven Lakh(s) Sixty Three Thousand Five Hundred Seventy Five And Paise Sixty Three Only

I/We am/are willing to carry out the work @ ______________ % above/below percent (Should be written

in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

1. The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge

for which no extra payment shall be made.

2. The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3. GST and Income tax TDS will be deducted at a source while making payments of bills.

4. In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017

Cement Consumption/16/C, Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as

per actual mix design the cost of difference of cement consumption have been deducted from the rate of original item at

the rate of input rate mentioned in all the tender.

5. The Contractor will have to submit the all required mix design at his own cost before execution as directed and

to be approved from the Engineer in charge.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Panchayat (R & B) Sub Division, Panchayat (R & B) Division, Panchayat (R & B) Division,

Santrampur Lunawada Lunawada