CDP-5, Construction of Panchayat Ghar at Village: Valasana, Ta-Vadnagar, Dist-Mehsana

CDP-5, Construction of Panchayat Ghar at Village: Valasana, Ta-Vadnagar, Dist-Mehsana

QUANTITY STATEMENT

It. Quantities according to

Item of Work Unit

No. Estimated estimated

In Figure In words

1 48.20 Excavation for foundation up to 1.5 M Depth 211.61 Rupees Two Cmt

including sorting out and stacking of useful Hundred Eleven and

materials and disposing of the excavated stuff Paise Sixty One

up to 50 meter lead in Loose or Soft Only

2 17.00 Providing and laying cement concrete1:4:8 (1 2728.04 Rupees Two Cmt

Cement : 4 coarse sand : 8 M.C. Metal 40mm Thousand Seven

Nominal) and curing complete excluding cost Hundred Twenty

of form work in. (A) Foundation and plinth Eight and Paise Four

3 27.70 Brick work using common burnt clay building 3424.51 Rupees Three Cmt

brick having crushing strength not less than 35 Thousand Four

kg/sq. cm. in foundation and plinth in cement Hundred Twenty

mortar 1:6 (1 Cement : 6 fine sand) in Four and Paise Fifty

foundation & Plinth (B) Conventional

4 36.30 Filling availabale excavated earth (excluding 136.92 Rupees One Cmt

rock) in trenches plinth, sides of foundations Hundred Thirty Six

etc. in layers not exceeding 20 cm in depth and Paise Ninety

consolidating each depo sited layer by Two Only

ramming and watering)

5 9.50 Filling in plinth with sand under floors 399.94 Rupees Three Cmt

including watering ramming, consolidating and Hundred Ninety

dressing etc. Complete Nine and Paise

Ninety Four Only

6 7.00 Providing and laying cement concret 1:1.5:3 (1 4245.98 Rupees Four Cmt

Cement : 1.5 coase sand : 3 graded stone Thousand Two

aggregrate 20mm nominal size) and curing Hundred Forty Five

complete exculding cost of form work and and Paise Ninety

reinforcement for reinforced cement concrete

work in (a) Foundation footing base of column

and mass concrete

7 1.60 Providing and laying cement concret 1:1.5:3 (1 4662.34 Rupees Four Cmt

Cement : 1.5 coase sand : 3 graded stone Thousand Six

aggregrate 20mm nominal size) and curing Hundred Sixty Two

complete including cost of formwork in (A) and Paise Thirty

Wall Caps / Coping

8 20.40 Brick work using common burnt clay building 3706.17 Rupees Three Cmt

brick having crushing strength not less than 35 Thousand Seven

kg/sq. cm. in Super structure in cement mortar Hundred Six and

1:6 (1 Cement : 6 fine sand) (B) Conventional Paise Seventeen

9 23.40 Half brick masonry in common burnt clay 590.24 Rupees Five Smt

building brick having crushing strenght not less Hundred Ninety

than 35 kg/sq. cm. in cement mortar 1:4 (1 and Paise Twenty

cement : 4 coarse sand) in foundation and Four Only

plinth (B) Conventional

10 2.10 Providing and laying ordinary cement 11028.20 Rupees Eleven Cmt

concreate 1:1.5:3 (1 Cement : 1.5 coarse sand Thousand Twenty

: 3 graded stone aggregates 20mm nominal Eight and Paise

size) and finishing smooth with curring etc. Twenty Only

complete including the cost of fromwork but

exculding the cost of Reinforcement for R.C.C.

work in Column (ii) Having corss-sectional

area more than 0.08 sq. m. and up to

11 1.00 Providing and laying ordinary cement 10589.43 Rupees Ten Cmt

concreate 1:1.5:3 (1 Cement : 1.5 coarse sand Thousand Five

: 3 graded stone aggregates 20mm nominal Hundred Eighty

size) for R.C.C. Lintel including finishing Nine and Paise

Forty Three Only

smooth with curring etc. complete including

the cost of fromwork but excluding the cost of

12 0.50 Providing and laying cement concrete work 6845.15 Rupees Six Cmt

1:1.5: 3 (1cement : 1.5 coarse sand : 3 graded Thousand Eight

stone aggegates 20 m.m. nominal size) for Hundred Forty Five

reinforced concrete CHAJJAS not excedding 10 and Paise Fifteen

cm.Thickness upto floor two level inckuding

finishing the exposed Surfaces with cement

mortar 1:3 (1cement : 3 fine sand ) to give a

smooth surface, centering curing

complete.excluding cost of form work and

curing complete excluding cost of

13 4.20 Providing and laying ordinary cement 8035.64 Rupees Eight Cmt

concreate 1:1.5:3 (1 Cement : 1.5 coarse sand Thousand Thirty

: 3 graded stone aggregates 20mm nominal Five and Paise Sixty

size) and finishing smooth with curring etc. Four Only

complete including the cost of fromwork but

exculding the cost of Reinforcement for R.C.C.

work in Beam (ii) Having corss-sectional area

more than 0.08 sq. m. and up to 0.12 sq.m.

14 7.10 Providing and laying ordinary cement 7258.19 Rupees Seven Cmt

concreate 1:1.5:3 (1 Cement : 1.5 coarse sand Thousand Two

: 3 graded stone aggregates 20mm nominal Hundred Fifty Eight

size) and finishing smooth with curring etc. and Paise Nineteen

complete including the cost of fromwork but

exculding the cost of Reinforcement for R.C.C.

work in (iii) Slabs havings more than 10 cm and

up to 13 cm thickness

15 2.50 Providing and laying ordinary cement 5193.03 Rupees Five Cmt

concreate 1:1.5:3 (1 Cement : 1.5 coarse sand Thousand One

: 3 graded stone aggregates 20mm nominal Hundred Ninety

size) and curing complete excluding cost of Three and Paise

formwork and reinforcement for reinforced

concrete work in (E) Staircases excluding

landing upto floor two level

16 2309.00 Providing TMT Bar FE 550D reinforcement for 77.29 Rupees Seventy Kg.

R.C.C. work including bending , binding and Seven and Paise

placing in position complete upto floor two Twenty Nine Only

17 554.40 Steel work, welded in built up sections framed 91.08 Rupees Ninety One Kg.

work including cutting, hoisting, fixing in and Paise Eight Only

position and applying a priming coat of read

lead paint. (A)In beams and joists, channels

angles Tees, flats, with connecting plates or

angle cleats as in main and cross beams. Hip

and jack rafters, purlins conneted to common

rafters and the like

18 16.20 Providing and fixing fully glazed alluminium 1713.70 Rupees One Smt

window partly fixed and partly sliding shutter Thousand Seven

with frame section 63.5 X 38.1 X 1.02 mm Hundred Thirteen

weighing 0.547 Kg./ Rmt. Shutter section 40 and Paise Seventy

mm X 18 mm X 1.55 mm weighing 0.547 Kg./

Rmt. Bottom, top & vertical channel section

61.85 X 31.75 X 1.20 mm weighing 0.695 Kg. /

Rmt. extruded alluminium colour anodized

sectionframe with sliding shutter with 5 mm

thick transparent bronze colour tinted float

glass panel of modi guard or equivalent make

with power coated alluminium fittings &

fixtures and transparent silicon sealent glass

fixing to from as detail including PVC T in

frame silicon based lining handles locks two

nos. PVC gasket screws alluminium joints

special runners etc complete.

19 4.80 Providing and fixing FRP frame size 100 X 50 2377.76 Rupees Two Smt

mm and 28 mm thick FRP shutter with Thousand Three

depressed panel shutter having reinforcement Hundred Seventy

on sides and edges and in GEL coat finish. The Seven and Paise

Seventy Six Only

core of shutter is to be filled up with injected

fibre extingushing grade polyurathane foam

done in situ along with embedded wooden

pieces for stiffening and also for taking hinges

and fixtures. The whole FRP frame and shutter

is to be water proof, weatherproof, termite

proof and resistance to mild acid/ Alkali

resistance including S.S. hinges with

necessary screws and alluminium fixtures and

20 443.10 Providing and fixing M.S. grills of required 106.29 Rupees One Kg.

pattern to wooden frames of windows etc. with Hundred Six and

M.S. flats at required spacings and frame Paise Twenty Nine

alround, square or round bars with round Only

headed bolts and nuts or by screws (A) Plain

21 276.50 20 mm thick sand faced cement plaster on 321.10 Rupees Three Smt

wall upto hight 10 metres above ground level Hundred Twenty

consisting of 12mm thick backing coat of c.m. One and Paise Ten

1 : 3 (1 cement : 3 sand) and 8 mm thick Only

finishing coat of c.m. 1 : 1 (1 cement : 1 sand)

22 278.00 Providing 15 mm thick cement plaster in single 215.85 Rupees Two Smt

coat on fair side Brick/concrete wall for Hundred Fifteen

interior plastering upto floor two level finished and Paise Eighty

even and smooth in :C. M. 1:3 Five Only

23 94.70 Providing and laying 24" X 24" Vetrified 8mm 1436.76 Rupees One Smt

thick tile flooring over 20mm (ave) base of Thousand Four

C.M. 1:6 on new surfac or fixing on existing Hundred Thirty Six

flooring by adhesive material incl. and Paise Seventy

dismentaling of existing flooring and jointed

with colour cement-slurry incl. finished with

flush pointing & cleaning the surface etc.

comp. for light shed.

24 5.30 Providing and laying white / colour glazed tiles 950.53 Rupees Nine Smt

6mm thick in flooring, treads of steps and Hundred Fifty and

landing laid on a bed of 12 mm thick cement Paise Fifty Three

plaster 1 : 3 (1 cement : 3 coarse sand) sand Only

finished with flush pointing in white cement

25 30.00 Providing and laying white / colour glazed tiles 982.03 Rupees Nine Smt

6mm thick in skitring risers of steps and dado Hundred Eighty Two

on 10 mm thick cement plaster 1 : 3 (1 cement and Paise Three

: 3 coarse sand) pointing in white cement and Only

jointed with white cement slurry

26 61.40 Providing and laying broken chine mosaic 779.69 Rupees Seven Smt

flooring for terrace using 12 mm to 20 mm Hundred Seventy

broken pieces of glazed tiles to be laid over Nine and Paise Sixty

cement mortar 1:3 to plain or slope and tobe Nine Only

tempered to bring mortar crème out upto

27 276.50 Finishing wall with water proofing cement 73.75 Rupees Seventy Smt

paint of on wall surfaces (Three coats) to give Three and Paise

an approved brand and manufacture and of Seventy Five Only

required shape even shade after thoroughly

brushing the surface to remove all dirt and

remains of loose powered materials.

28 439.20 Distempeing (Two coats) with oil bound 75.42 Rupees Seventy Smt

distemper of approved brand and manufacture Five and Paise Forty

and of required shade on wall surfaces to give Two Only

an even shade, over and including a priming

coat with distemper primer of approved brand

and manufacture after thoroughly brushing the

surface free from mortar dropping and other

foreign matter and also including preparing

the surface even and sand papered smooth.

29 30.00 Providing laying and jointing in true line and 72.64 Rupees Seventy Rmt

level 15mm dia. U.P.V.C. Pipe ( SCH- 40) for Two and Paise Sixty

cold water including fittings as approved by Four Only

Engineer In Charge. Pipe shall be fixed on the

wall with the help of clamp at every two metre

C/C or shall be concealed as directed

including necessary fittings etc. including

testing of pipe and joints and fixing the same

with adhesive solvent, including cost of all

30 30.00 Providing laying and jointing in true line and 91.83 Rupees Ninety One Rmt

level 25mm dia. U.P.V.C. Pipe ( SCH- 40) for and Paise Eighty

cold water including fittings as approved by Three Only

Engineer In Charge. Pipe shall be fixed on the

wall with the help of clamp at every two metre

C/C or shall be concealed as directed

including necessary fittings etc. including

testing of pipe and joints and fixing the same

with adhesive solvent, including cost of all

31 2.00 Providing and fixing chromium plated brass 263.77 Rupees Two No

half turn flush cock of approved quality Hundred Sixty Three

including fixing in pipe line etc. complete. (ii) and Paise Seventy

25mm dia. Seven Only

32 4.00 Providing and fixing screw down bib taps of 186.82 Rupees One No

follwing size : (A) Brass screw down bib tap Hundred Eighty Six

polished bright.(i) 15mm dia. and Paise Eighty

33 2.00 Providing and fixing water closet squatting Pan 1076.66 Rupees One No

(Indian type W.C. Pan) size 580mm with a first Thousand Seventy

class quality including P or S trap including Six and Paise Sixty

jopnting the trap with the trap and pan with soil Six Only

waste pipe inlet of (A) Vitreous China. White

colour (1 cement : 3 coarse sand )

34 2.00 Providing and fixing wash basin with single 2398.75 Rupees Two No

hole for pillar tape with C.I. or M.S. brackets Thousand Three

painted white including cutting holes and Hundred Ninety

making good the same (A) vitreous china : II. Eight and Paise

Seventy Five Only

Flat back washbasin 550 mm x 400 mm size (I)

IN white colour including necessary fitting of

size of 32 mm dia. connection, pillar tap etc.

35 2.00 Providing and fixing Urinal of approved quality 1619.12 Rupees One No

including connection with trap and with Thousand Six

integral longitudinal flush pipe.(A) Squating Hundred Nineteen

plate pattern white earthenware 550mm x and Paise Twelve

36 2.00 Providing and fixing PVC SWR Nahni trap IS 586.60 Rupees Five No

14735 for drain - 100 mm diameter with jali of Hundred Eighty Six

the following nominal diameter of self and Paise Sixty

cleansing design with C.I scread down or Only

hinged grating including the cost of cutting and

making good the walls

37 2.00 Providing and fixing S.W. gully trap with C.I. 1246.92 Rupees One No

grating brick masonary chamber and water Thousand Two

tight C.I. cover with frame of 300 mm x 300 Hundred Forty Six

mm. Size (inside) with standard weight. (i) and Paise Ninety

Square mouth traps (A) 100 mm x 300 mm size

38 3.00 Providing, laying and jointing in true line and 876.11 Rupees Eight Rmt

level 110 diametre U.P.V.C (Type B) Hundred Seventy

conforming to IS 13592-1992 with one end Six and Paise Eleven

plain and other end socketed with rubber ring, Only

& fittings conforming 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 110 mm

diametre x 149 mm length x 145 mm heigh at

every 2000 mm center to center or shall be

concealed in walls as directed including

necessary fittings such as bends, shoes etc.

including testing of pipes and joints and

jointed with adhesive solvent cement including

39 1.00 Providing and fixing in position PVC cowel vent 19.68 Rupees Nineteen No

to pipes.(C) 100mm dia and Paise Sixty

40 4.00 Providing and laying (two level or slopes) and 225.44 Rupees Two Rmt

jointing with stiff mixture of cement mortar in Hundred Twenty

proportion 1 : 1 Salt glazed stoneware pipes Five and Paise Forty

following nominal internal diameters including Four Only

testing of pipes and joints etc. complete.(B)

41 26.00 Providing and fixing to wall ceiling and floor 339.05 Rupees Three Rmt

10.0 Kg. F/Cm2 working pressure poluthene Hundred Thirty Nine

pipes of the following outside Dia. Low and Paise Five Only

densidy, complete with special falnge

compression type fittings, wall clipsetc.

including making good the wall ceiling and

floor.(G)110 mm

42 2.00 Constructing brick masonry chamber for 2932.92 Rupees Two No

underground C.I.Inspection chamber and Thousand Nine

bends with bricks having crushing strength not Hundred Thirty Two

less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with and Paise Ninety

frame (Light duty) 455mm x 610mm intenal

dimensions total weight of cover with frame to

be not less than 38Kg. (Wt. of cover 23 Kg.) and

Wt. of frame 15Kg. ) (R.C.C. top slabe with

1:2:4 mix (1-cement :2- coarse sand :4-graded

stone aggregate 20mm size) foundation

concrete 1:5:10 inside plaster 15mm thick

with cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls and bed

concrete etc. complete.(i) Inside dimensions

455mmx 610mm and 450mm deep for single

43 1000.00 Providing erecting and fixing double coated 3.94 Rupees Three and Liter

Syntex PVC. (ISI) water tank of required Paise Ninety Four

capacity each with all necessary fittings and Only

connection etc. complete on terrace.

44 1.00 Constructing septic tank of Interanal clear size 31805.89 Rupees Thirty One No

3.00mt. x 1.50mt.x 1.50mt including Thousand Eight

excavation, CC 1:5:10, Brick masonary in C.M. Hundred Five and

1:6, Half B.M. in C.M. 1:4, C.C. 1:2:4 flooring Paise Eighty Nine

50mm thick, 15mm cement plaster in C.M.

1:3, RCC slab etc. comp.

45 1.00 Constructing soak pit of 2.00mt. interanal dia. 37128.62 Rupees Thirty Seven No

and 6.00mt. depth with necessary Thousand One

excavation,honey comb brick masonary, solid Hundred Twenty

masonary at top in 0.50mt. height, RCC slab Eight and Paise

including joint GSW pipe and filling the

trenches etc. comp.

46 1.00 Providing and fixing 20cm. x 15cm x 2.5 cm. 279.69 Rupees Two No

thick year plate of marble stone set in C.M. 1:4 Hundred Seventy

including finishing and engraving letters etc. Nine and Paise Sixty

complete. Nine Only

47 1173.00 Providing TMT Bar FE 550D reinforcement for 78.33 Rupees Seventy Kg.

R.C.C. work including bending ,binding and Eight and Paise

placing in position complete upto floor two Thirty Three Only

48 21.50 Brick work using common burnt clay building 3740.39 Rupees Three Cmt

brick having crushing strength not less than 35 Thousand Seven

kg/sq. cm. in Super structure in cement mortar Hundred Forty and

1:6 (1 Cement : 6 fine sand) (B) Conventional Paise Thirty Nine

49 0.90 Providing and laying ordinary cement 11028.20 Rupees Eleven Cmt

concreate 1:1.5:3 (1 Cement : 1.5 coarse sand Thousand Twenty

: 3 graded stone aggregates 20mm nominal Eight and Paise

size) and finishing smooth with curring etc. Twenty Only

complete including the cost of fromwork but

exculding the cost of Reinforcement for R.C.C.

work in Column (ii) Having corss-sectional

area more than 0.08 sq. m. and up to

50 1.00 Providing and laying ordinary cement 10589.43 Rupees Ten Cmt

concreate 1:1.5:3 (1 Cement : 1.5 coarse sand Thousand Five

: 3 graded stone aggregates 20mm nominal Hundred Eighty

size) for R.C.C. Lintel including finishing Nine and Paise

Forty Three Only

smooth with curring etc. complete including

the cost of fromwork but excluding the cost of

51 0.40 Providing and laying cement concrete work 6845.18 Rupees Six Cmt

1:1.5: 3 (1cement : 1.5 coarse sand : 3 graded Thousand Eight

stone aggegates 20 m.m. nominal size) for Hundred Forty Five

reinforced concrete CHAJJAS not excedding 10 and Paise Eighteen

cm.Thickness upto floor two level inckuding

finishing the exposed Surfaces with cement

mortar 1:3 (1cement : 3 fine sand ) to give a

smooth surface, centering curing

complete.excluding cost of form work and

curing complete excluding cost of

52 2.50 Providing and laying ordinary cement 8075.05 Rupees Eight Cmt

concreate 1:1.5:3 (1 Cement : 1.5 coarse sand Thousand Seventy

: 3 graded stone aggregates 20mm nominal Five and Paise Five

size) and finishing smooth with curring etc. Only

complete including the cost of fromwork but

exculding the cost of Reinforcement for R.C.C.

work in Beam (ii) Having corss-sectional area

more than 0.08 sq. m. and up to 0.12 sq.m.

53 5.40 Providing and laying ordinary cement 7258.19 Rupees Seven Cmt

concreate 1:1.5:3 (1 Cement : 1.5 coarse sand Thousand Two

: 3 graded stone aggregates 20mm nominal Hundred Fifty Eight

size) and finishing smooth with curring etc. and Paise Nineteen

complete including the cost of fromwork but

exculding the cost of Reinforcement for R.C.C.

work in (iii) Slabs havings more than 10 cm and

up to 13 cm thickness

54 152.30 Providing 15 mm thick cement plaster in single 215.84 Rupees Two Smt

coat on fair side Brick/concrete wall for Hundred Fifteen

interior plastering upto floor two level finished and Paise Eighty

even and smooth in :C. M. 1:3 Four Only

55 202.00 Providing and fixing pre-cast Rubber Dye / steel 699.83 Rupees Six Hundred Smt

Dye inter locking concrete block 60mm thick Ninety Nine and

with grade of concrete M300 pnumatic Paise Eighty Three

compressed / vibrated mechanically and as Only

per approved design Confirming to IS 15658 :

2006 including 35 mm Sand layer for levelling

and filling the joint with sand in proper line and

level as per guidlines of IRC : SP 63-2018 etc.

56 154.00 Providing and fixing pre-cast concrete kerb 374.92 Rupees Three Rmt

stone of gray cement based concrete block Hundred Seventy

30cm length,30cm height and 15cm thick of Four and Paise

M250 grade concret as per approved design Ninety Two Only

and including excavation for fixing in proper

line and level,filling the joint with C:M 1:3

1cement:3fine sand) etc complete.

In Word Rupees Seventeen Lakhs Fifty Six Thousand Five Hundred Sixty Nine and Paise Ninety Nine Only

I / we am/are willing to carry out the work at % Above / below (Percent should be written in figure and words ) of estimated rates

mentioned above

Estimated amount put to tender Rs............... Estimated amount put to tender Rs...............

Signature of Contractor

Dy. Executive Engineer Executive Engineer

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

Kheralu Mehsana

Notes 1 - All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.

Notes 2 - All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the

contractor under his signature

Notes 3 - Rates quoted include clearance of site (prior commencement of work and at its close ) in all respects and hold good for work

under all conditions, site, moisture, weather etc

Note 4 - To be continued on additional sheets, if found necessary