Construction of TDO Quarter Building at Morbi and Halvad, Ta. Morbi/Halvad Dist. Morbi (D-Type Quarter) (Under CDP-3 Grant )

BILL OF QUANTITY

Memorandum showing items of works to be carried out

Item Discription of Item (With Brief Specification and Quantity Unit Rate In Figures Amount

No. reference to book of Specification)

1 Excavation for foundation upto 1.5 m depth including 264.000 One 212.52

sorting out and stacking of useful materials and Cubic

disposing off the excavated stuff upto 50 Meter lead. (A)

Loose or soft soil

2 Excavation for foundation for depth from 1.5 m to 3.0 m 198.000 One 498.93

including sorting out and stacking of useful materials Cubic

and disposing off the excavated stuff upto 50 Meter

lead.(C) Hard Murrum

3 Filling available excavated earth (Including rock in 394.000 One 136.92

trenches plinth, sides of foundations etc. in layers not Cubic

exceeding 20 cm. in depth consolidating each deposited

layer by ramming and watering)

4 Providing & filling in plinth with murrum or yellow soil or 142.000 One 301.78

selected soil in layers of 20 cm. Thickness. Incl. Cubic

watering, ramming & consolidation etc. complete.

5 Filling in plinth with sand under floors including 22.000 One 481.80

watering ramming, consolidating and dressing Cubic

6 Providing and laying cement concrete 1:2:4 (1-Cement 99.200 One 4063.98

: 2- coarse sand : 4- hand Machine crushed stone Cubic

aggregates 40 mmnominal size) and curing complete

including cost of formwork in (A) PCC

7 Providing and laying controlled cement concrete M.250 28.000 One 4621.05

and curing complete inculding the cost of formwork but Cubic

Excluding the cost of reinforcement for reinforced

concrete work in foundation, footings base of column

and mass concrete. (A) Footing

8 Providing and laying controlled cement concrete M.250 36.000 One 9369.93

and curing complete inculding the cost of formwork but Cubic

Excluding the cost of reinforcement for reinforced

concrete work in All Types of Column D) Column,

Pillers, posts and struts , upto Plinth & all Floor Level

9 Providing and laying controlled cement concrete M.250 34.000 One 7358.55

and curing complete inculding the cost of formwork but Cubic

Excluding the cost of the cost of reinforcement for

reinforced concrete work in Beams. (E) Beam, upto

Plinth and all Floor Level.

10 Providing and laying controlled cement concrete M.250 36.000 One 7074.70

and curing complete inculding the cost of formwork but Cubic

Excluding the cost of reinforcement for reinforced

concrete work in All Types of Slab,All Thickness (C)

Slab For all Floor Level.

11 Providing and laying controlled cement concrete M.250 10.000 One 6833.76

and curing complete inculding the cost of formwork but Cubic

Excluding the cost of reinforcement for reinforced

concrete work in All Thickness in Parapet Walls For all

12 Providing and laying controlled cement concrete M.250 20.000 One 6683.02

and curing complete inculding the cost of formwork but Cubic

Excluding the cost of reinforcement for reinforced

concrete work in Lintel upto All Floor Level.

13 Providing and fixing TMT bars Fe-500D steel 23360.000 One 78.340

reinforcement for R.C.C. work including binding, Kilogram

bending and placing in position complete upto All floor

14 Carring out plinth treatment to post construction / 242.000 One 124.35

existing structure by spraying chemical solution for Squere

termite control treatment including labour and material

consistment with I.S.I specification. Using Chlordene

and Chiorpurfiles 20 EC. As Per 6131_paret-II

Consentration Weight one percent is recommended i.e

one litre 20 EC chemical emulsion with 19 liter give 1 %

concrentration inclusive of one litre chemical emulsion

appication at the rate of 5 Litre chemical / Sqm of

surface is recommended as per I.S

15 Brick work using common brunt clay building bricks 111.000 One 4214.33

having crushing strength not less than 35 kg/sqcm. in Cubic

foundation and plinth in cement mortar 1:6 (1 cement :6

fine sand) etc.comp. (B) Conventional Ground floor

16 Brick work using common brunt clay building bricks 66.000 One 4498.60

having crushing strength not less than 35 kg/sqcm. in Cubic

superstructure above plinth level upto floor two level in

cement mortar 1:6 (1 cement :6 fine sand) etc.comp. (B)

Conventional All Floor

17 Half brick masonry in common brunt clay building 74.000 One 684.26

bricks having crushing strength not less than 35 Squere

Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -

coarse sand ) in (B) Conventional Ground Floor

18 Providing 15mm thick cement plaster in single coat on 664.000 One 164.79

Rough (Similar)side of single or Full/half brick walls for Squere

interior plastering upto floor two level and finished even

and smooth in (ii) Cement mortar 1:4 (1-cement :4-

sand) All Floor

19 Providing & laying10 mm. thick cement plaster in 197.000 One 148.32

single coat on fair side of ceilings for interior plastering Squere

upto floor two level and finishing with smooth mala

plaster.(i) Cement mortar 1:4 (1 cement : 4 sand) all

20 20mm thick sand faced cement plaster on walls upto 407.000 One 315.69

height 10 metres above ground level consisting of Squere

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. Ground Level to all

21 Providing throating or plaster drip and moulding to 42.000 One 43.05

R.C.C. Chhajja. Running

22 Providing 20 mm deep finished groove in plaster in line 324.000 One 30.30

and level etc. Comp. For all Floor Running

23 Providing and laying polished Granite Slab 18mm thick 18.000 One 2377.54

in Flooring laid 20mm thick Cement Mortar 1:4 (1- Squere

Cement : 4-Coarse Sand) and jointed with Grey Cement

Slurry including full molded round front edges, rubbing

and polishing etc. complete.)

24 Providing and laying polished Granite Slab 18mm thick 37.000 One 2408.85

in Risers of steps Dedo, window sill, jembs and pillars Squere

laid 10 mm thick Cement Mortar 1:4 (1-Cement : 4-

Coarse Sand) and jointed with Grey Cement Slurry

including full molded round edges , rubbing Etc

25 Providing and laying polished Kota stone slab flooring 8.000 One 1080.68

over 20mm (Average) thick base of cement mortar 1:6 Squere

(1-cement : 6-coarse sand) or L.M. 1.1.5 laid over and

jointed with grey cement slurry including rubbing and

polishing etc. complete. (B) 30 mm thick

26 Providing and laying polished kota stone slab 25mm 2.000 One 1144.15

thick in risers of steps,skirting Dedo and pillars laid on Squere

10mm thick cement mortar 1:3 (1-Cement : 3 coarse

sand) and jointed with gray cement slury mixed with

pigment to match the shade of slab including

27 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' 114.000 One 1120.36

x 24'' in flooring treads of steps and landing laid on a Squere

bed of 12mm thick cement mortar 1:3 (1-cement : 3-

coarse sand ) finishing with flush pointing in white

28 Providing and laying Vitrified tiles 8 mm thick , 24'' x 24'' 58.000 One 1195.02

in skrting risers of steps and dedo on 10mm thick Squere

cement plaster 1:3 (1-cement : 3-coarse sand) and

jointed with white cement slurry.

29 Providing and laying white glazed tiles 6mm thick in 28.000 One 963.12

flooring treads of steps and landing laid on a bed of Squere

12mm thick cement mortar 1:3 (1-cement : 3-coarse

sand ) finishing with flush pointing in white cement.

30 Providing and laying white glazed tiles 6mm thick in 118.000 One 1127.48

skrting risers of steps and dedo on 10mm thick cement Squere

plaster 1:3 (1-cement : 3-coarse sand) and jointed with

white cement slurry

31 Providing and fixing flush door both sides laminated 12.000 One 4230.89

andshutter fabricated from 35 mm thick solid core Squere

malemine faced three layered pre laminated flat

pressed wood based exterior grade bonded BWP/BWR

synthetic resin having stamped IS 12823 grade I type II

including three coats of lacquer polishing to exposed

wooden surfaces and Stainless steel decorative type

designs fixtures / fastening 2Nos. Handles, 2Nos.

Aldropes, towerbolt etc.including I.T.W. triangular batten

patti of size 30m.m.x30m.m.etc. as per architectural

detailed drawing and as directed by engineer in charge..

32 Providing and fixing FRP frame size 125x65 mm and 10.000 One 2615.04

35mm thick FRP shutter having extra reinforcement on Squere

sides & edges in polish finish. The core of the shutter &

frame is to be filed up with injected polyurethene foam

done in situ alongwith embedded wooden pieces for

stiffening & also taking hinges & fintures. The whole

FRP frame & shutter is to be water proof weather proof,

termite proof & resistance to mild acid/alkali. Rates are

to be inclusive of S.S hinges with necessary screws &

alluminium S.S fixtures & fastenings & fastener sleeve.

33 Providing and fixing window having extruded aluminum 10.000 One 2140.33

Colour anodized section frame main outer size 127mm Squere

x 38.10mm x 1.35mm @wt. 1.384kg/m, horizontal Four

track member size 122.20mm x 31.75mm x 1.10mm@

wt 1.205 kg/m, vertical member of size 122.20mm x

31.75mm x 1.50mm @1.398 kg/mt with sliding shutters

of horizontal member size 40mm x 18mm x 1.29mm@

0.456kg/mt ,vertical member of size 40mm x 18mm x

1.29mm @ 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 to frame as per details etc complete

34 Providing and fixing window having extruded aluminum 12.000 One 1583.95

Colour anodized section frame main outer size 95mm x Squere

24mm x 1.17mm @ wt.of 0.738 Kg/mt , horizontal Three

track member size 92mm x 31.75mm x 1.30mm,@

Wt.1.07 Kg/mt , vertical member of size 92mm x

31.75mm x 1.50mm @ Wt. 1.06 Kg/mt with sliding

shutters of horizontal member size 40 mmx18mm

x1.29mm @ wt.of 0.456 Kg/mt, vertical member of size

40mm x 18mm x 1.29 mm @ wt.of 0.456Kg/mt/ with

mm thick transparent bronze colour tinted float glass

with powder coated aluminum fittings and fixtures and

transparent silicon sealant glass fixing to frame as per

35 Providing and fixing standared extruded of alluminium 2.000 One 1175.56

section of size 63mm x 38.10mm x 1.2mm (Wt. 0.643 Squere

Kg/mt) with colour anodized alluminium frame for

ventilation with 5 mm thick frosted glass as details etc

complete for Ventilation

36 Providing and fixing M.S. grill of required pattern of 494.000 One 174.73

windows etc. with M.S.. flats at required spacing and Kilogram

frame alround square or round headed bolts and nuts or

by screws.including applying a priming coat of red lead

paint and two coats of oil painting

37 Applying two coats of Birla (white cement based) or 664.000 One 167.51

(acrylic lapy- putty) or equivalent & two coats of primer Squere

of approved brand and 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. with

Wall painting (three coats) with plastic emulsion paint of

approved brand and manufacture on undecorated wall

surface to give an even shade including throughly

brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth.

38 Applying two coats of Birla (white cement based) or 197.000 One 132.66

(acrylic lapy- putty) or equivalent & two coats of primer Squere

of approved brand and manufacture on new Ceiling

surface to give an even shade including thoroughly

brushing the surface free from mortar dropping and

other foreign matter and sand papered smooth. Ceiling

painting (three coats) with plastic emulsion paint of

approved brand and manufacture on undecorated

Ceiling surface to give an even shade including

throughly brushing the surface free from mortar

droppings and other foreign matter and sand papered

39 Finishing wall with weather proof exterior emulsion paint 407.000 One 166.65

on wall surface (two coats) to give an required shape Squere

even shade after thoroughly brushing the surface to

remove all dirt, and remains of loose powdered

materials.etc complete. Priming: Apply a liberal coat of

exterior acrylic primer and allow it to dry for 4-5 hours.

Application of putty is not recommended. Minimum 4-6

hours duration is required between each coat of

weather shield max paint

40 Applying priming coat over new steel and other metel 32.000 One 128.62

surface after and including preparing the surface by Squere

throughly cleaning, oil,grease, dirt and other foreign

matter and scoured with brushes fine steel wood,

scrapers and sand paper with ready mixed priming paint

brushing red lead. and Painting two coats (excluding

priming coat) on new steel and other metal surface with

enamel paint, brushing, interior to give an even shade

including cleaning the surface an even shade including

cleanicn the surface of all dirt, dust and other foreign

41 Steel work welded in built up sections, framed work 9.120 One 9108.48

including cutting, hoisting, fixing in position and applying Quintal

a priming coat of red lead paint :- (A) In beams and

joints channels angles, column, tees, flats with

connecting plates or angle cleats as in

42 Providing and laying integral cement based water proofing treatment 196.000 One 880.72

including preparation of surface as required for treatment of roofs, Squere

balconies, terraces etc. consisting of following operations. (a) Applying metre

and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement

admixed with proprietary water proofing compound comforming to IS:2645

over the R.C.C. slab including cleaning the surface before tratment. (b)

Laying cement concrete using broken bricks/brick bats 25 mm to 100 mm

size with 50% of cement mortar 1:5 (1 Cement : 5 Coarse sand) admixed

with proprietary water proofing compound conforming to IS:2645, brick

bats is finally covered by jointless cement plaster 20mm th. in C.M. 1:4

added with special water proofing compound confirming to IS:2645 & top

smooth finished with trowel with false chequered marking of

mm.size.The treatment is carried along the vertical surface of the

parapet & other adjoining wall up to height of about 300 mm in a shape of

quarter round vata Incl. curing etc. Comp. With average thickness of

mm and minimum thickness at khurra as 65 mm. (c) The whole terrace

so finished shall be flooded with water for a minimum period of two weeks

for curing and for final test. All above operations to be down in order and

as directed and specified by the engineer-in-charge. With average

thickness of 120 mm and minimum thickness at khurra as 65 mm.

(Cement consumption 0.511 Bags / S.M.) NOTE :- (1) The whole work is

to be executed through specialized agency with a guarantee of 10 (Ten)

years given on a prescribed proforma duly stamped (2) The rate shall

include for work at all floors & conducting water proof test as directed.

Unit Rate of 1 Sq.Mt.

43 Providing and laying broken china mozaic flooring for 196.000 One 779.70

terrace using 12mm to 20mm broken pieces of glazed Squere

tiles to be laid over cement mortar 1:3 to plain or slope

and to be tempered to bring mortar cream 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.

44 Providing and constructing sandwitch type Granite 11.200 One 3588.530

stone top & bottom Kota Stone platform 0.6 mt. wide & Running

0.75 mt. height, including front granite stone patti of

cm wide, vertical partitions of Kota stone with cement

Mortar(1:1) as required comp as per instruction given

by site in charge at all floors.

45 Providing and fixing kitchen platform trolley having three 8.400 One 17286.15

drawers of SS (IS 304) of required size like thali, katleri, Squere

perforated, partition, cupsosar type in kitchen platform

having drawer front side and backside by using 19mm

thick all proof plywood of ( IS 710 ) quality all side

laminated etc. as directed. The size of SS (IS 304)

basket of size 4" to 18" for thali, dish, katleri, perforated,

partition, cupsosar type as directed including necessary

S.S. fittings, handles, nobs, telescopic channels, etc. as

46 Providing and fixing in position 300mm high,150mm 2.000 One 707.00

wide English/Gujarati Letters made from 1.0mm thick Squere

stainless steel sheet as directed by engineer in charge.

With all tools & plants etc. comp.

47 Proving and fixing water closet squatting pan (Indian 2.000 One 1439.67

type W.C.Pan) size 580 mm. incl. 100mm. Size P trap & Number

Foot rest(Earthwork, bed concrete,foot rests and trap to

be measured and paid for separately) (A) Vitreous

china (I) Long pattern white colour.

48 Providing and fixing wash down water closet (European type, 2.000 One 4327.53

W.C. Pan) with integral P or S trap including jointing the trap Number

with soil pipe in Cement Mortar 1:1 (1-Cement : 1-fine sand)

(Seal and cover to be measured and paid for separately)(A)

vitreous China Pattern :(i) in white colour, Providing and

fixing 12.5 Litres low level flushing cistern with a pair, of C.I.

or Mild brackets, complete with fittings such as lead valve

less syphon, 15mm nom.nal size brass ball valve with

polythene float, C.P brass handle unions and couplings for

connections, with inlet, outlet and overflow pipes, 40mm

dia.porcelain enamelled flush bend including cutting holes in

walls and making good the same connecting the flush bend

with cistern and closet (overflow pipe to be measured and

paid for separately)(A) Vitreous China (I) In white colour,

Providing and fixing plastic seat and cover for wash down

water closer with C.P. brass hinges and rubber buffers. (B)

Black plastic seal and cover, With Jet spray heavy duty with

S.S. Braided hose 60 cm long.

49 Providing and fixing washbasin with single hole for pillar 4.000 One 2460.04

tap with C.I. or M.S. brackets painted white including Number

sutting holes and making good the Providing and fixing

C.P. brass waste for washbasin or sink. (A)

32mmdia.,Providing and fixing pillar tap,.

50 Providing and fixing PVC SWR Nahni trap IS 14735 for 14.000 One 586.27

drain - 100 mm diameter with jali of the following Number

nominal diameter of self cleansing design with C.I

scread down or hinged grating including the cost of

cutting and making good the walls.

51 Providing and fixing screw down bib taps of following 16.000 One 186.83

size.(A) Brass screw down bib tap polished bright. (i) Number

52 Providing & fixing of overhead shower 80 mm (3”) dia 4.000 One 1151.98

with 3 flow with Overhead Shower arm 200 mm with Number

wall flange complete (i) 15mm dia.,Providing and fixing

brass screw down stop tap.(A) 15mm dia.

53 Providing and fixing Kitchen sink with C.I. or M.S. 2.000 One 3204.92

brackets, painted white including cutting holes in walls Number

and making good the same (C) S.S. & Sink.(i) 600mm

x 450mm x 150mm size with Providing and fixing C.P.

brass waste for washbasin or sink. (A)

54 Providing and fixing 600mm x 450mm bevelled edge 4.000 One 859.41

mirrror of superior glass mounted on 6mm thick A.C. Number

sheet or plywood sheet and fixing to wooden pluge with

C.P. brass screws and washers.

55 Providing and fixing C.P. brass towel rail comlete with 4.000 One 616.42

C.P. brass brackets fixed to wooden plugs with C.P. Number

brass scews.(B) 600mm x 20mm size.

56 Providing and fixing 600mm x 120mm glass shelf with 4.000 One 544.51

C.P.brass bracket and guard rail complete mixed to Number

wooden plug with C.P. brass screws.

57 Providing and fixing Gun metal check or non-return 4.000 One 420.63

fullway wheel valve. 25mm. Dia Number

58 Providing and fixing Gun metal check or non-return 4.000 One 663.43

fullway wheel valve. 40mm. dia. Number

59 Providing and fixing chromium plated brass half turn 4.000 One 263.77

flush cock of approved quality including fixing in pipe Number

line etc. complete.(ii) 25mm dia.

60 Providing and fixing ball cock of approved. quality as 2.000 One 132.89

directed.(A) Copper Metal (A) 25mm. dia. Number

61 Providing laying and jointing in true line and level 15mm 72.000 One 72.65

dia. U.P.V.C. Pipe ( SCH- 40) for cold water including Running

fittings as approved by 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 materials.'

62 Providing laying and jointing in true line and level 25mm 64.000 One 91.84

dia. U.P.V.C. Pipe ( SCH- 40) for cold water including Running

fittings as approved by 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 materials.

63 Providing laying and jointing in true line and level 50mm 60.000 One 195.67

dia. U.P.V.C. Pipe ( SCH- 40) for cold water including Running

fittings as approved by 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 materials.

64 Providing and fixing concealed center point to wall 60.000 One 170.36

ceiling & floor CPVC (SDR 13.5) PIPE having National Running

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.[A] 15 mm.

65 Providing and fixing concealed center point to wall 32.000 One 253.82

ceiling & floor CPVC (SDR 13.5) PIPE having National Running

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. [C] 25 mm.

66 Providing and fixing concealed center point to wall 20.000 One 660.58

ceiling & floor CPVC (SDR 13.5) PIPE having National Running

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] 50mm.

67 Providing, laying and jointing in true line and level 110 96.000 One 876.90

diametre U.P.V.C (Type B) conforming to IS 13592- Running

1992 with one end plain and other end socketed with

rubber ring, & 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 cost

of all materials.

68 Providing, laying and jointing in true line and level 160 80.000 One 834.38

diametre U.P.V.C (Type B) conforming to IS 13592- Running

1992 with one end plain and other end socketed with

rubber ring, & 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

160 mm diametre x 210 mm length x 196 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 cost

of all materials.

69 Providing and fixing S.W. gully trap with C.I. grating 8.000 One 1246.92

brick masonry chamber and water tight C.I. cover with Number

frame of 300mm x 300mm size (inside) with standard

weight.(i) Square mouth traps.(B) 150mm x 100mm size

70 Constructing Brick masonry road gully chamber 500mm 8.000 One 2017.19

x 450mm x 600mm including 500mm x 450mm C.I. Number

horizontal grating wih frame complete.

71 Constructing brick masonry chamber for underground 8.000 One 2932.93

C.I. Inspection chamber and bends with bricks having Number

crushing strength not less than 35Kg/Cm2 in C.M. 1:5

C.I. cover with 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 slab 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 pipe line.

72 Providing laying (to level or slopes) and jointing 50.000 One 257.19

reinforced concrete Light duty non-pressure pipes I.S. Running

class NP2 of the following internal diameter with collars

and butt ends prepared for collar joints including testing

of joints complete. (B) 150 mm di

73 Providing laying (to level or slopes) and jointing 40.000 One 359.84

reinforced concrete Light duty non-pressure pipes I.S. Running

class NP2 of the following internal diameter with collars

and butt ends prepared for collar joints including testing

of joints complete.(C) 250 mm di

74 Providing laying (to level or slopes) and jointing 20.000 One 678.02

reinforced concrete Light duty non-pressure pipes I.S. Running

class NP2 of the following internal diameter with collars

and butt ends prepared for collar joints including testing

of joints complete.(D) 300 mm di

75 Providing and fixing C.I. Manhole cover 0.60 M. x 2.000 One 958.17

0.45M. size having weight not less than 35Kg. Number

76 Providing & fixing G.I. Rain water spout of 50 mm.dia & 8.000 One 101.91

30 cm length etc. Number

77 Providing and fixing in position cowel went to pipes.(C) 6.000 One 505.17

100mm dia Number

78 Providing erecting and fixing double coated PVC. (ISI) 4000.000 One 3.95

water tank of required capacity each with all necessary Liter

fittings and connection etc. complete on terrace.

79 Providing & Fixing 4.50 Kg Co2 type Fire Extinguisher 2.000 One 5555.00

with all required equipment & Labour comp. Number

80 Providing & Fixing 6.00 Kg ABC type Fire Extinguisher 2.000 One 2525.00

with all required equipment & Labour comp. Number

81 Providing & Constructing filter Chamber of size 2.06 x 2.000 One 10480.77

1.21 x 1.20 mt. including connecting rain water pipes as Number

per detail drawing or as directed by engineer incharge.

82 Providing and Constructing Percolation Sockwell of 1.54 2.000 One 20467.65

mt internal clear diameter and 5.00 Mt depth including Number

brick masonary in C.M 1:6.,R.C.C. Top slab of 10 cm

thick.filling witth gravel etc.complete as per detail

drawing or as directed by engineer in charge.

83 Box cutting the road surface to proper slope and 117.200 One 109.24

camber for making a base for road work including Cubic

removing the excavated stuff and depositing on the road

side slopes as directed upto all Lead.

84 WBM Grading 1 39.200 One 1383.70

Providing, laying, spreading and compacting stone Cubic

aggregates of 90 to 45mm sizes to water bound

macadam specification including spreading in uniform

thickness, hand packing, rolling with smooth wheel

roller 80-100 kN in stages to proper grade and camber,

applying and brooming, stone screening/binding

materials to fill-up the interstices of coarse aggregate,

watering and compacting to the required density grading

I as per Technical Specification Clause

By Manual Means

85 Providing and fixing pre-cast Rubber Dye / steel Dye 370.200 One 706.93

inter locking concrete block 60mm thick with grade of Squere

concrete M300 pnumatic compressed / vibrated

mechanically and as 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.

86 Providing & Supplying Plywood CUPBOARD (BIG): 4.000 One 15150.00

Plywood Cupboard with Locker Plywood including All Number

Material,Labour Etc.Complete. As Per Engineer in

87 Providing & Supplying Wood T-poi With top Glass,T Poi 2.000 One 2525.00

Size: 2 to 3 feet in length and 1.5 to 2 feet in width, with Number

a standard height of 1.5 to 1.75 feet ,As Per Engineer in

88 Providing and Supplying of Ply Wood 5 Seater L 2.000 One 50500.00

Shape Sofa Set with 2 Seat Chair Sofa of size 6x2.5

feet. As per Engineer Incharge.

89 Providing and Supplying Plywood Double Bed, With 4.000 One 39895.00

Storage,Standard Size and With Bed Mattress 4" Number

Thick..As Per Engineer In Charge.

Rupees Seventy Four Lakh Eleven Thousand Three Hundred Ninety Nine Total Rs.

and Paise Thirty only

I \ We am \ are willing to carry out the work at ……………………… % above\bellow percent ( Should be written in

figures and words ) of the estimated rate mentioned above. Amount of My \ Our tender works put as under.

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

In words………………….……………… In words………………….………………

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.

Note: Amount Rs.0 of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Panchayat R.& B. Sub Division Panchayat R.& B. Division