Civil Work

Name of Work: Development of Kamal Lake at Savli, Dist. Vadodara

BILL OF QUANTITIES

It. No. Description of Item Quantity Unit Rate in Figure Total

Excavation and Backfilling work.

1 Clearing the lake/pond/canal/land width including removing the shrub, 9450.00 Sqm. 14.75

bushes, cactus, weeds other vegetation incuding cutting down trees

upot 0.50mt girth and depositing the removed materials outside the

land width up to lead of any as directed etc. complete.

2 Excavation for foundation upto 1.5 m depth including sorting out and 677.10 Cum. 120.01

stacking of useful materials and disposing off the excavated stuff upto

50 Meter lead. (A) Loose or soft soil

3 Excavation for foundaation for depth from 1.5 m to 3.0 m including 404.49 Cum. 133.05

sorting out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.(A) Loose or soft soil

4 Filling Available Excavated Earth (Excluding Rock) In Trenches. 1060.21 Cum. 133.65

Plinth, Sides of Foundations Etc. In Layers Not Exceeding 20 Cm. In

Depth Consolidating Each Disposited Layer By Ramming And

5 Earthwork for embankment including breaking clods, dressing with all 9458.43 Cum. 173.67

lead and lift and including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry density including filling

the depression which occur during the process using power roller 8T

to 10T.(E) From Borrow area within 3.0KM. lead

PCC and RCC work.

6 Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse 259.19 Cum. 3993.11

sand : 6- crushed stone aggregates 20 mm nominal size) and curing

complete including cost of formwork in (A) Wall Caps / Coping

7 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse 404.28 Cum. 3656.13

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

complete excluding cost of formwork in (A) Foundation and Plinth

8 Providing and laying controlled cement concrete M.250 and curing 180.07 Cum. 4606.26

complete including the cost of formwork and excluding cost of

reinforcement for reinforced concrete work in (A) Foundations,

footings, Base of columns and Mass concrete.

9 Providing & laying Controlled cement concrete for plinth beam(tie 31.60 Cum. 5831.74

beam), Ground beam with M-250 cement concrete including finishing

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

excluding the cost of reinforcement for any cross sectional area of

10 Providing & laying Controlled cement concrete M-250 and finishing 78.38 Cum. 5876.33

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

excluding the cost of reinforcement for RCC column work having any

cross sectional area .For Column Up to Plinth & all floors.

11 Providing & laying Controlled cement concrete M-250 and finishing 181.06 Cum. 5831.74

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

excluding the cost of reinforcement for R.C.C. work in slabs, Sunk

Slab & Beam having thickness more than 10 cm and upto 20 cm

thickness.For all floors

12 Providing and laying controlled cement concrete M.250 and curing 57.06 Cum. 5741.85

complete including the cost of formwork and excluding cost of

reinforcement for reinforced concrete work in (B Walls, at any level

Reinforcement work.

13 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 81612.49 Kg. 77.29

bending, binding and placing in position complete upto floor two level

It. No. Description of Item Quantity Unit Rate in Figure Total

Structural Steel work.

14 Structural steel work ( Confirming to IS 4923-1997) riveted, bolted or 3500.00 Kg. 131.15

welded in builtup for all type sections, in framed work, including

cutting, hoisting, fixing in position and applying a priming coat of

approved steel primer all complete as per the structural designs and

directions of Engineer in charge

Blockwork and Plaster

15 Brick work using common burnt clay building bricks having crushing 197.94 Cum. 4498.19

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

Cement Mortar 1:5. (1 Cement : 5 -fine sand)(A) Modular

16 Brick work using common burnt clay building bricks having crushing 267.28 Cum. 4153.07

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

Cement Mortar 1:5. (1 Cement : 5 -fine sand)(B) Conventional

17 Brick work using common burnt clay building bricks having crushing 116.40 Cum. 3983.45

strength not less than 35 kg./Sq.Cm. in foundation and plinth in Lime

Mortar 1: 2 (1- Lime putty : 2 -fine sand) (B) Conventional

18 Extra for brick work in superstructure above plinth level upto floor two 116.40 Cum. 275.01

level (B) Conventional

19 Providing 10mm thick cement plaster in single coat on brick/concrete 4234.40 Sqm. 129.14

walls for interior plastering upto floor two level and finished even and

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

20 Providing 15mm thick cement plaster in single coat on Rough 1534.36 Sqm. 192.41

(Similar)side of single or half brick walls for interior plastering upto

floor two level and finished even and smooth in (i) Cement mortar 1:3

(1-cement:3-sand)

21 Providing 20 mm thick double coat mala cement plaster on interior 1500.62 Sqm. 277.18

brick /Exterior/ concrete work for plastering comprising of base coat

of 12 mm thick cement plaster in cement mortar (1 Cement : 4 coarse

sand) in rough finishing and 8 mm thick top coat of cement mortar 1:2

(1 Cement : 2 Coarse sand) finished with trovel including scaffolding

curing etc. complete.

22 Providing and filling rubbles including hand packing and filling 46.50 Cum. 1086.50

interstices with quarry spalls behind abutments and between returns

23 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in 806.22 Sqm. 1099.95

flooring treads 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.

24 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in 92.63 Sqm. 1169.98

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

cement : 3-coarse sand) and jointed with white cement slurry

25 Providing and laying white glazed tiles 6mm thick in flooring treads of 187.69 Sqm. 939.18

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.

26 Providing and laying white glazed tiles 6mm thick in skrtingrisers of 961.29 Sqm. 970.17

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

coarse sand) and jointed with white cement slurry (Tile Size 300x600)

It. No. Description of Item Quantity Unit Rate in Figure Total

27 Providing and laying 40mm thick marble chips flooring rubbed and 249.74 Sqm. 900.05

polished (I.E. terrazo) to granolithic finish with under layer 30mm

thick cement concrete 1:2:4 (1-Cement:2-coarse sand :4-graded

stone aggregate 10 mmand down gauge) and top layer 10mm thick

with white,black or white and blak marble cihps of required sizes

from1mm to 4mm nominal size laid in cement marble powdermix 3:1

(3-Cement : 1Marble powder by weight) in proportion of 4:7 (4-

Cement :7-marble chips by volume) (B)Light shade pigment with

white cement (In top layer only)

28 Providing & laying Sandwich platform of maximum 700mm width a) 5.04 Sqm. 4595.46

Sandwich type platform of top stone as 18 mm thick Granite of

approved shade and sample and bottom stone as 25 mm thick single

side polished kota stone with 25 mm thick screed of cement mortar

1:4 in between two stones. The stone shall be fixed by chasing in to

the wall surface and providing necessary MS supports of 50x50x6mm

Angle or "T" (hot dip galvanised) and embedded in between the two

stones etc as per the drawing / specification and / or as instructed of

EIC complete and b) 75 mm raised platform (Otli) at floor level with

polished kota laid on 50mm screed of (1:2:4) and skirting of kota

stone as per design and approved sample. The rate includes

rounding, champhering and mirror polishing of edges, facias of

granite, MS supports, all material labour and wastage, as per

drawing, including necessary bonding adhesive (if required) of

Araldite or equivalent. Rate shall be also inclusive of making holes &

cutouts for SS sink, Oval wash basin, Piller tap / Bib tap etc. as

directed by engineer in charge. (Only finished single side granite

work shall be measured & paid for).

29 Providing and fixing 600mm x 450mm bevelled edge mirrror of 13.09 No. 854.58

superior glass mounted on 6mm thick A.C. sheet or plywood sheet

and fixing to wooden pluge with C.P. brass screws and washers.

Doors and window

30 Providing wood work in frames of Doors, windows cleare story 65.18 10 610.23

windows and othersimilar works wrought, framede and fixed in Cu.Dm.

position. (A) Indian Teak Wood

31 Providing and fixing 35 mm thick shutters for Doors, windows and 44.31 Sqm. 3748.09

clearstory windows including blackenamelled M.S. butt hinges with

necessary screws. (A) Indian teak wood. (i) Fully Panelled.

32 (ii) Providing and fixing glazed louvered glass windows and 10.15 Sqm. 4434.35

ventilators with teak wood frame 10cm. x 7cm. size including 3 coats

of oil painting to wood work etc.complete. with wooden louvers plank

Doors Hardware fittings.

It. No. Description of Item Quantity Unit Rate in Figure Total

33 Providing and fixing 30mm thick FACTORY MADE SOLID SINGLE 123.48 Sqm. 2023.03

SIDE PRELAM PANEL PVC DOOR SHUTTER consisting of frame

made out of M.S. tubes of 19 gauge thckness and size of 19mm x

19mm for stiles, and 15mm x 15mm for top and bottom rails. The

M.s. frame shall have coat of steel primers of approved makde and

manufacture. The M.S. frame shall be covered with 5mm thick heat

moulded single side prelim PVC ‘C’ channel of size 30 x 50mm to

form stiles and 5mm thick and 75mm wide single side prelim PVC

sheets shallbe for the top, bttom and lock rails. Paneling of 5mm thick

one side prelim sheet to be fitted in the M.S. frame and sealed to the

front (Prelam side) stiles and rails (which should have a 5mm

degree bent portion as beading) and attached to the back

(white/lvory) stiles and rails (which should have a 10mm 90 degree

bent portion as beading) using 2 nos. 15mm wide x 5mm thick PVC

sheet beading inside the 9 degree bent beading. All stiles, rails and

beading to be joined to the panel using solvent cement.An additional

5mm thick PVC strip of 20mm width is to be struck on the interior

side of the ‘C’ channel using PvC solvent adhesive and 10mm thick

(5mm x 20) thick 20mm width cross PVC sheet to be fitted as gap

insert for top and bottom rails, etc. complete as per direction of

Engineer in charge, manufacture’s specification and drawing.

34 Fixing Metallic tower bolts of sizes with necessary screws etc. 32.00 No. 50.22

complete (Tower bolts and screws to be paid under separate items)

35 Fixing metallic or plastic door handles of sizes with necessary screws 32.00 No. 3.76

etc. complete (Door handles and screws to be paid under separate

36 Fixing metallic door latches of sizes with necessary screws etc. 32.00 No. 6.70

complete (Door latches and screws to be paid under separate items)

37 Fixing metallic floor door stoppers of sizes with rubber cushion 32.00 No. 4.24

screws etc. to suit shutter thickeness complete (Floor door stopper

with rubber cushion and screws to be paid under separate items)

38 Fixing metallic door handles or knobs for mortice locks with 32.00 No. 3.76

necessary screws etc. complete (Door handles /knobs and screws to

be paid spearately)

39 Providing and fixing post and pipe railing as per detailed drawing 764.20 Rmt. 1210.17

including 3 coats of painting to steel works complete.

40 Applying two coats of putty & two coats of primer of approved brand 4230.64 Sqm. 40.59

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.

41 Distempeing (Two coats) with oil bound distemper of approved brand 3432.60 Sqm. 73.70

and manufacture and of required shade on wall surfaces to give 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.

42 Finishing wall with weather proof exterior emulsion paint on wall 1332.46 Sqm. 117.40

surface (two coats) to give an required shape even shade after

thoroughly brushing the surface to remove all dirt, and remains of

loose powdered materials.etc complete

False Ceiling work

It. No. Description of Item Quantity Unit Rate in Figure Total

43 Providing and fixing PVC Printed pain colour false ceiling with grid 91.76 Sqm. 773.66

type with alluminium frame consisting of 600mm x 600mm 3mm thick

plain PVC sheet used as panel insert in a frame work made using

anodized alluminium T section of size 1 x 1 (235 x 25mm, 19 gauge

or 1 mm thick) in square pattern of grid sizes of 2 x 2 (600 x 600mm)

The alluminium frame work is supported from the cceiling with the

help of G.I. hook and G.I. wire/6mm M.S. rods of required sizes to

maintain proper level etc. The aluminium frame work is supported on

side wall with the use of alluminium L section of size 1 x 1 (25 x

25mm) angles etc. complete as per direction of Engineer in charge.

Manufactures specification and drawing.

44 Providing and fixing eco-friendly light weight calcium silicate false 655.62 Sqm. 1674.15

ceiling tiles having Tegular edge & 15 mm Thick Densified edges on

the Tile Periphery for Extra Strength The Light weight calcium silicate

ceiling tiles shall have, light reflection 85% non-combustible as per

B.S. 476 part IV, 100% humidity resistance and also having thermal

conductivity0.043° w/m KC.for the best thermal Insulation . The Light

weight calcium Silicate tile shall be of approved texture Fine fissured/

Spintone/Cosmos having NRC value of 0.5 & Globe having NRC

value of 0.75 NRC or equivalent of size 595 X 595 mm to be laid on

true horizontal level suspended inter locking metal grid of hot dipped

galvanized steel sections (galvanizing @120 grams per sqm

including both side) consisting of main ‘T’ runner suitably spaced at

joints to get required length and size of 24X38mm made from

mm thick (minimum sheet, 1200mm centre to centre, and cross ‘T’ of

size 24X28mm made out of 0.33mm (Minimum) sheet spaced

1200mm along spaced between main ‘T’ at 600mm centre to centre

to form agrid of 1200X600mm and secondary cross ’T’ of length

600mm and size 24x28mm made of 0.30 mm thick (Minimum) sheet

to be interlocked at middle of the 1200X600mm panel to form grid of

size 600X600mm resting on periphery walls/partitions on a perimeter

wall angle pre-coated steel of size (24X24X3000mm made of

0.40mm thick (minimum) sheet with the help of rawl plugs at 450mm

centre to centre with 25mm long dry wall screws @ 230mm interval

and laying 15mm thick Densified edges

45 Providing laying (to level or slopes) and jointing reinforcedconcrete 90.00 Rmt. 2212.21

Light duty non-pressure pipes I.S. class NP2 of the following internal

diameter with collars and butt ends prepared for collar joints including

testing of joints complete. (H) 900mm

46 Landscaping work: 665.00 Sqm. 216.54

Providing and laying Neelgiri/Mexican grass turf with earth 50mm to

60mm thickness of existing ground prepared with proper level and

ramming with tools wooden (Dhurmos) and than rolling the surface

with light roller make the surface smoothen and light waterning with

sprinkler and maintenance for 30 days or more till the grass establish

properly, as per direction of officer-in-charge.

47 Providing and fixing pre-cast concrete kerb stone of gray cement 222.90 Rmt. 370.68

based concrete block 30cm length,30cm height and 15cm thick of

M250 grade concret as per approved design and including excavation

for fixing in proper line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

It. No. Description of Item Quantity Unit Rate in Figure Total

48 Providing and laying broken chine mosaic flooring for terrace using 922.50 Sqm. 765.97

12 mm to 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.

49 Carring out plinth treatment to post construction / existing structure 900.00 Sqm. 98.82

by spraying chemical solution for 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

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

50 Providing and filling rubbles including hand packing and filling 3978.00 Cum. 1086.50

interstices with quarry spalls behind abutments and between returns

Plumbing work. (Water treatment and CP Sanitory

51 Providing and fixing to wall, ceiling and floor galvanised Mild steel 241.00 Rmt. 397.97

tubes (Medium grade) of the following nominal bore, tube fitting and

clamps including making good the wall ceiling and floor.(C) 25mm

52 Providing and fixing to wall, ceiling and floor galvanised Mild steel 176.00 Rmt. 248.61

tubes (Medium grade) of the following nominal bore, tube fitting and

clamps including making good the wall ceiling and floor.(A) 15mm

53 Providing and fixing concealed center point to wall ceiling & floor 19.00 Rmt. 251.31

CPVC (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. [C] 25 mm.

54 Providing and fixing concealed center point to wall ceiling & floor 26.00 Rmt. 168.67

CPVC (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. [A] 15 mm.

55 Providing and fixing Gun metal check or non-return fullway wheel 4.00 No. 416.47

valve.(C) 25mm dia.

56 Providing and fixing Gun metal check or non-return fullway wheel 14.00 No. 184.98

valve.(A) 15mm dia

57 Providing and fixing wash down water closet (European type, W.C. 6.00 No. 1323.07

Pan) with integral P or S trap including jointing the trap 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

58 Providing and fixing G.I. inlet connection for flush pipe with W.C. Pan 6.00 No. 39.39

59 Providing and fixing plastic seat and cover for wash down water 6.00 No. 288.45

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

seal and cover.

60 Providing and fixing washbasin with single hole for pillar tap with C.I. 3.00 No. 1402.90

or M.S. brackets painted white including sutting holes and making

good the same but excluding fittings.(A) Vitreous China:(ii) Flat Back

washbasin 550 mm x v 400mm size. (i) In white colour

61 Providing and fixing C.P. brass waste for washbasin or sink. (A) 3.00 No. 67.24

62 Providing and fixing Rubber plug for sink or wash basin. 3.00 No. 16.98

63 Providing and fixing chromium plated, bottle trap with necessary 3.00 No. 292.87

couplings of approved quality for wash basin.

It. No. Description of Item Quantity Unit Rate in Figure Total

64 Providing and fixing pillar tap, capstan head, screw down high 3.00 No. 305.67

pressure with screws, shanks and back nuts. (i) 15mm dia.

65 Providing and fixing screw down bib taps of following size.(A) Brass 12.00 No. 184.98

screw down bib tap polished bright. (i) 15mm dia

66 Providing and fixing Urinal of approved quality including connection 4.00 No. 1580.48

with trap and with integral longitudinal flush pipe. (A) Squating plate

pattern white earthenware 550mm x 300mm.

67 Providing and fixing 12.5 Litres low level flushing cistern with a pair, 6.00 No. 2346.92

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

68 Providing and fixing chromium plated brass half trun flush cock of 6.00 No. 252.26

approved quality including fixing in pipe line etc. complete.(i) 20mm

69 Providing and fixing screw down bib taps of following size.(C) Gun 12.00 No. 157.29

metal screw down bib tap. (i) 15mm dia.

70 Providing and fixing C.P. brass towel rail comlete with C.P. brass 6.00 No. 610.32

brackets fixed to wooden plugs with C.P. brass scews.(B) 600mm x

20mm size. or 20mm inlet.(A) 100mm dia. Each

71 Providing and fixing toilet paper holder. (A) C.P. Brass 6.00 No. 423.75

72 Providing erecting and fixing double coated ISI water tank of required 25000.00 Litre 3.91

capacity each with all necessary fittings and connection etc. complete

73 Providing and fixing Urinal or approved quality including conecting the 4.00 No. 1051.66

Urinal with waste pipe, tap etc. complete. (A) White earthenware flat

back or corner type size 430mm x 260mm x 350mm.

Drainage and Sanitory works

74 Providing and fixing cast iron (Spun) Nahni trap of the following 24.00 No. 624.77

nominal diameter of self cleaning design with C.I. screaed down or

higned grating including cost of cutting and making good the walls

and floor 100mm inlet and 50mm outlet.(C) 100mm dia.

75 Providing and fixing 100mm sand cast iron grating for gully, floor or 48.00 No. 36.61

76 Providing and fixing cast iron spigot and socket soil, waste and 70.00 Rmt. 733.67

ventilating pipes of the following nominal size.(B) 75mm dia.

77 Providing and fixing cast iron spigot and socket soil, waste and 40.00 Rmt. 883.55

ventilating pipes of the following nominal size.(C) 100mm dia.

78 Providing laying (to level or slopes) and jointing reinforced concrete 286.00 Rmt. 1066.47

Light duty non-pressure pipes I.S. class NP2 of the following internal

diameter with collars and butt ends prepared for collar joints including

testing of joints complete.(E) 450mm

79 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2- 5.00 No. 10933.41

coarse sand : 4-graded stone aggregate 20mm nominal size)

foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick

bats 40 + 50mm size) inside plastering 15mm thick with Cement

Mortar 1:3 (1-Cement : 3-coarse sand) finished with a floating coat of

neat cement and making channels in cement concrete 1:2:4 mix (1-

Cement :2-Coarse sand :4-stone aggregate 20mm nominal size)

finished smooth complete including curing and festing (i) Inside size

900mm x 1200mm and 1.5M. deep including C.I. cover with frame

size 560mm diameter total weight of cover and frame to be not less

than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With

230mm thick walls of brick msonry using brick having crushing

strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1-

Cement: 5-Coarse sand) (1) A type depth 0.90 Metre for 150mm

diameter sewer.

It. No. Description of Item Quantity Unit Rate in Figure Total

80 Constructing Manhole with R.C.C. top slab in 1:2:4 mix Constructing 5.00 No. 2903.89

brick masonry chamber for underground C.I. Inspection chamber and

bends with bricks having 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 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 pipe line.

81 Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size having 5.00 No. 948.68

weight not less than 35Kg.

82 Providing and fixing in position cowel went to pipes.(C) 100mm dia 4.00 No. 500.17

83 Providing sock pit of 5.00 Cu.M. Volume including excavating and 2.00 No. 3393.71

filling brickbats with dry masonry work at top for 45cm. height

including covering the top with stone including providing vatas in C.M.

1:3 with finishing curing etc. complete as directed.

Fire Extinguishers

84 Supply, installation, testing and commissioning of ABC 6 KG fire 10.00 No. 1100.00

Extinguisher with ISI mark.

85 Supply, installation, resting and commissioning of CO2 4.5 kg 10.00 No. 3600.00

Extinguisher with ISI mark.

86 Supplying and installation of Gabion facia unit with integrated tail as 672.00 No. 7033.00

secondary reinforcement of length 3m that is made of mechanically

woven, double twisted, hexagonal shaped wire mesh, Mesh type

10x12, punch strength 25 kN & tensile strength 40 kN/m as per IS

16014:2018, having D=100mm with tolerance of +/-10%, wire dia

ID/OD 2.7/3.7mm, (90% Zn - 10% Al)+High abrasion resistance

polymer coated. Polymer coated wire mesh, when subjected to

neutral salt spray test in accordance with ISO 9227, after

hours of exposure the mesh should not exhibit more than 5% Dark

Brown Rust (DBR) and polymer should be resistant to abrasion after

300 cycles and shall not expose metal wire in accordance with the

procedure described in ASTM A 975 (Abrasion resistant testing of

polymer coating on mesh shall be done at reputed IIT/NIT's).

Mechanically edged/selvedged and shall have minimum 10 numbers

of mesh openings per meter of mesh perpendicular to twist, with

partition at 1m interval etc., complete as per detailed technical

specifications attached and as directed by Engineer-in-Charge.

Size of Units- 3m x 3m x 0.8m (LxWxH).

87 Supply and installation of polyester needle punched non woven 3362.70 Sqm. 59.00

geotextile as filter media behind Gabion/Reinforced soil wall, behind

gabion fascia , as per MoRTH 700 Type-III geotextile. The width of

geotextile roll shall not be less than 4.5 m, at easily accessible

location including top and bottom, with all leads and lifts, manpower

and machinery, materials, labour etc. complete and as directed by

Engineer - In - Charge.

It. No. Description of Item Quantity Unit Rate in Figure Total

88 Supply & Installation of Drainage composite for use behind walls 1689.60 Sqm. 694.00

having three-dimensional composite with thermobonding a draining

core having “W” configuration of minimum thickness 8mm, with two

filtering uv stabilized polypropylene non-woven geotextile of minimum

thickness of 0.75mm characteristic opening size (O90) of 110 micron

and tensile strength of 8.0 kN/m that will be working as separation or

protecting layer, geocomposite having in plane flow capacity of 1.2 l /

(m.s) at hydraulic gradient of 1.0 & 200 kpa pressure and tensile

strength of 18 kn/m, with mass per unit area of 740 GSM.

89 Providing and laying of BBA certified high strength flexible geo-grid 8448.00 Sqm. 454.00

as primary reinforcement at site store maintained by contractor with

a high quality coating like LDPE or equivalent. Latex or Polymer

coating or geo-textile or any other coating shall not be permitted.

Selection of geo-grid be strictly based on LTDS values for a

design life of 120 years at 20°C. GEOGRID shall have High

Strength Flexible Uniaxial with low creep characteristics consisting of

polyester (PET) & having an outer protective coating of low density

polyethylene sheath. It shall have Ultimate tensile strength as

mentioned below against each sub item for reinforcement in Flexible

Retaining Wall etc. complete as per detailed technical specifications

attached and as directed by Engineer-in –charge.

Short term Secant Stiffness - 2120 kN/m at 5% strain

90 Supply and installation of boulders of 150 mm to 250 mm tying with 1290.24 Cum. 216.17

lacing wires, placing of geotextile at the back side etc. as directed by

engineer in charge.

91 Providing and installing subsurface drainage pipes behind the 466.73 Rmt. 550.00

reinfiorced soil structure with perforated PVC pipe (lined with Non -

woven Geotextile) of 160 mm internal diameter as per the drawings

etc. complete and as directed by Engineer -In -Charge.

92 Supply and installation of 0.23m thick gabion mattress made of 3333.75 Sqm. 1738.00

mechanically woven, double twisted, hexagonal shaped steel wire

mesh, (90% Zn - 10% Al)+High abrasion resistance polymer coated.

Polymer coated wire mesh, when subjected to neutral salt spray test

in accordance with ISO 9227, after 10,000 hours of exposure the

mesh should not exhibit more than 5% Dark Brown Rust (DBR) and

polymer should be resistant to abrasion after 300 cycles and shall not

expose metal wire in accordance with the procedure described in

ASTM A 975 (Abrasion resistant testing of polymer coating on mesh

shall be done at reputed IIT/NIT's). Mechanically edged & selvedged,

Mesh type 6X8 having minimum Tensile strength of 37 kN/m &

minimum punch strength of 21 kN as per IRC SP 116:2018, IS

16014:2018 & Morth specification for road & bridge works, Section

2500, Mesh wire dia 2.2 / 3.2 mm (ID/OD) and mesh opening

tolerances of +/-2%, with partition at 1 m interval, tying with lacing

wire of diameter 2.2/3.2 mm (ID/OD). Placing at indicated places as

per direction of Engineer including tools, plant, labour etc. complete

in all respect, carrying the material from nearest approach with all

leads & lifts, manpower & machinery, materials, labor etc. complete

as per detailed technical specifications and as directed by Engineer-

93 Supply and installation of polyester needle punched non woven 4973.32 Sqm. 97.00

geotextile as filter media below gabion mattresses, below GCL and

Geo membrane as per MoRTH 700 Type-I geotextile. The width of

geotextile roll shall not be less than 4.5 m, at easily accessible

location including top and bottom, with all leads and lifts, manpower

and machinery, materials, labour etc. complete and as directed by

Engineer - In - Charge.

It. No. Description of Item Quantity Unit Rate in Figure Total

94 Supply and installation of boulders of 90 mm to 150 mm tying with 766.76 Cum. 180.00

lacing wires, placing of geotextile at the back side etc. as directed by

engineer in charge.

95 Supply and installation of BIS certified Strong fascia Gabion structure 666.75 Cum. 1882.00

with Mechanically Woven Double Twisted Hexagonal Shaped Wire

mesh as per IS: 16014:2018, of required size, Mesh Type 10x12,

having D=100 mm with tolerance of ±2%, Mesh wire diameter

2.7/3.7mm (ID/OD) (front panel dia. more than other panels), (90%

Zn - 10% Al)+High abrasion resistance polymer coated. Polymer

coated wire mesh, when subjected to neutral salt spray test in

accordance with ISO 9227, after 10,000 hours of exposure the mesh

should not exhibit more than 5% Dark Brown Rust (DBR) and

polymer should be resistant to abrasion after 300 cycles and shall not

expose metal wire in accordance with the procedure described in

ASTM A 975 (Abrasion resistant testing of polymer coating on mesh

shall be done at reputed IIT/NIT's). Mechanically edged/selvedged

with partitions at every 1m interval and shall have minimum

numbers of openings per meter of mesh perpendicular to twist, tying

with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by

weight of Gabion boxes, as per directions of Engineer in charge.

96 Supply and insatallation of boulders of 150 mm to 250 mm tying with 666.75 Cum. 216.17

lacing wires, placing of geotextile at the back side etc. as directed by

engineer in charge.

97 Supplying And Laying Of UV Resistant High Density Polyethylene 4246.88 Sqm. 299.00

Geomembrane (Only One Face Textured) Manufactured From High

Quality Polyethylene Resins. Geomembrane Should Contain Not

Less Than 97% Of Pure Polyethylene Polymer And Balance Not

More Than 3% Of Carbon Black, Antioxidants And Thermal

Stabilizers.Geomembrane Should Have 1.00mm Thickness Having

Minimum Tensile Strength At Yield Of 15n/Mm & Elongation At Yield

Of 12% And Minimum Puncture Resistance Of 267n, Minimum Tear

Resistance Of 125n. The Width Of Geomembrane Roll Shall Not Be

Less Than 4.5 M, At Easily Accessible Location Including Top And

Bottom, With All Leads And Lifts, Manpower And Machinery,

Materials, Labour Etc. Complete And As Directed By Engineer - In -

98 Supplying And Laying Of 6.0 Mm Thick Gcl Consisting Of A Layer Of 4246.88 Sqm. 280.00

Bentonite Encapsulated Between Two Geotextiles (One Nonwoven

And One Woven Polypropylene Geotextiles), Needle Punched

Together For Maximum Performances Under A Wide Variety Of Field

Conditions With 11.5kn/M Tensile Strength In Longitudinal Direction

& Minimum Mass Per Unit Of Composite 4300 G/M2. The Bentonite

Should Have Miniumum Montmorillonite Content Of 70% & Minimum

Bentonite Content Of 4000 G/M2. The Width Of Gcl Roll Shall Not Be

Less Than 5.0 M, At Easily Accessible Location Including Top And

Bottom, With All Leads And Lifts, Manpower And Machinery,

Materials, Labour Etc. Complete And As Directed By Engineer - In -

99 Supply and installation of polyester needle punched non woven 2323.20 Sqm. 97.00

geotextile as filter media below replaced fill as per MoRTH 700 Type-I

geotextile. The width of geotextile roll shall not be less than 4.5 m, at

easily accessible location including top and bottom, with all leads

and lifts, manpower and machinery, materials, labour etc. complete

and as directed by Engineer - In - Charge.

It. No. Description of Item Quantity Unit Rate in Figure Total

100 Supply and installation Of High Strength Uniaxial Flexible BBA 1936.00 Sqm. 414.00

Certified Geogrid Having Long Term Design Strength For 120 Years,

Design Life At 30 Degrees Celsius As Per Iso Tr 20432, And

Minimum Short Term Secant Stiffness Of 2,120 Kn/M @ 5% Strain,

As Basal Reinforcement, Made Of Polyester Core With Polyethylene

Coating, At Easily Accessible Location Including Top And Bottom,

With All Leads And Lifts, Manpower And Machinery, Materials,

Labour Etc. Complete And As Directed By Engineer - In - Charge.

The Geogrid Manufacturer Should Have Creep Test Data From

Independent Accredited Laboratory For A Period Over 5 Years.

It. No. Description of Item Quantity Unit Rate in Figure Total

ELECTRIFICATION WORK

101 Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 94.00 Pt. 485.81

sq.mm (Green) both are of ISI marked 1.1 KV grade FRLS PVC

insulated multi strand copper wires up to 10 mtr length , in below type

of pipe erected with 6A Modular type switch / bell push &

accessories and earth continuity of following type, erected on PVC /

Metallic/Wooden box, single mounting base frame covered with

textured/metallic/white front plate modules erected on / in wall /

ceiling as per pipe erected, with necessary Lamp holder/ceiling rose /

H.D.Connector as directed. (f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling complete. Cat-III

102 Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm 40.00 Pt. 674.68

(Green) both are of .ISI marked 1.1 KV Grade FRLS PVC insulated

multi strand copper wires up to 10 mtr length, in below type of pipe

erected with 6A Modular type switch and hum free EME step type

electronic fan regulator mounted and accessories with earth

continuity of following type erected on PVC / Metallic/Wooden box,

single mounting base frame covered with textured/metallic/white

front plate modules erected on / in wall / ceiling as per pipe erected.

with necessary ceiling rose / H.D.Connector as directed. (f) with

medium class Rigid PVC pipe and accessories erected concealed in

wall/ceiling complete Ca-III

103-A Point wiring for Individual Plug with & earth wire of 1.5 sq.mm 2.00 Pt. 510.05

(Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated

multi strand copper wires up to 10 mtr length, in below type of pipe

erected complete with Modular type switch & 5 pin Plug erected on

PVC / Metallic/Wooden box covered with appropriate front plate

modules erected on / in wall / ceiling as per pipe erected with

following type of accessories. [I] For 6A Plug and 6 a switch with 2-

1.5 sq.mm Cu. Wire from nearby switchboard/mcb db board (f) with

medium class Rigid PVC pipe and accessories erected concealed in

wall/ceiling complete Ca-III

103-B [II] For 16A Plug and 16 amp switch with 2-2.5 sq.mm Cu. Wire from 3.00 Pt. 745.38

mcb db board. (f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling complete Ca-III

104 Point wiring for on board Looped Plug with 6A Modular type switch & 25.00 Pt. 257.55

5 pin socket erected on PVC / Metallic/Wooden box, single mounting

base frame covered with textured / metallic/white front plate modules

erected on / in wall / ceiling with following type accessories. Ca-III

105 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated 300.00 Mtr. 82.82

ISI marked stranded Copper conductor wire in following type of pipe

to be erected concealed in /flushed on wall/ceiling, with 1.5 sq. mm

copper conductor FRLS PVC insulated stranded wire of green colour

for earth continuity of following size. (a) with medium class Rigid PVC

pipe and accessories (b) 2 wire 2.5 sq. mm

106 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated 35.00 Mtr. 112.11

ISI marked stranded Copper conductor wire in following type of pipe

to be erected in / on wall / ceiling with 2.5 sq. mm copper conductor

FRLS PVC insulated stranded wire of green colour for earth

continuity of following size (a) with medium class Rigid PVC pipe and

accessories (a) 2 wire 4 sq. mm

It. No. Description of Item Quantity Unit Rate in Figure Total

108 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 5.00 Nos. 535.30

Watt to 0.5 Watt assembled on single MCPCB, with housing used as

a heat sink shall be made of thick sheet Steel conforming to IS:

513/CRCA/ aluminium die cast powder coated and high U.V. &

corrosion resistance with diffuser with company mark/name 160V to

270V, Power Factor more than 0.95, THD < 15%,CCT 3000 K to

6500K, Luminaire efficacy> 85 lumens/watt ,LED driver efficiency >

85 % (fitting required LM-79 & LM-80 Certificates)(NOTE: Below

description have shown ranges of Wattage capacity of LED

fittings.The Engineer incharge may select any wattage capacity

between the ranges shown.) (A) Tube Light with integral driver. (v) 36-

40 Watts, Surge-2 KV, IP-20, conventional 4 feet Ca-III

109 Supplying and erecting led lamps with following wattage capacity of 8.00 Nos. 112.11

220 to 240 voltage, minimum 15000 burning hours life, 500 V in built,

surge,protection,Polycarbonate diffuser, mounting suitable for E14 /

E27 / B22 lamp holders, pf >= 0.5 (A) LED Lamps integral type, with

PC diffuser suitable LAMP holder. (ii) 8 watts

110 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 75.00 Nos. 758.51

Watt to 0.5 Watt assembled on single MCPCB, with housing used as

a heat sink shall be made of thick sheet Steel conforming to IS:

513/CRCA/aluminium pressure die cast powder coated and high

U.V. & corrosion resistance with diffuser housed in aluminium

casted body with company mark/name 160V to 270V,Power Factor

more than 0.9, THD < 15 %, CCT 3000 K to 6500K, Luminaire

efficacy> 85 lumens/watt ,LED driver efficiency > 85 % (fitting

required LM-79 & LM-80 Certificates)(NOTE: Below description have

shown ranges of Wattage capacity of LED fittings.The Engineer

incharge may select any wattage capacity between the ranges

shown.) (A) Square/ Circular shaped Surface/Recessed Mount

Downlight with provision for spring loaded mounting clips

complete.IP20(iv) 24 watts, Surge-2 KV Ca-III

111 Supplying and erecting LED street light / Flood light fittings with High 70.00 Nos. 4819.72

power White LEDs wattage of 3 Watt and above assembled on single

MCPCB, efficiency more than 130 lm/w and corrosion free High

pressure die cast aluminum housing with smooth finish powder

coated and heat sink extruded aluminium with diffuser and

Polycarbonate optics/ lenses, with toughened glass with company

mark/name engraved or embossed 160 to 270 V,Power Factor more

than 0.95, THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio

>0.45, Luminaire efficacy> 100 lumens/watt . LED driver efficiency >

85 %.( fittings required LM-79 & LM-80 certificates)(NOTE: Below

description have shown ranges of Wattage capacity of LED

fittings.The Engineer incharge may select any wattage capacity

between the ranges shown.) (C) Post Top Lantern LED fitting

comprises of finish cast aluminum spigot and spun aluminum canopy

fixed with opal polycarbonate, pipe arrangement for vertical mounting

driver and accessories wired upto terminal block.IP 65 (b) 40 W Ca-

112 Providing and erecting Approved make Four pole moulded case 8.00 Nos. 6173.12

circuit breaker having breaking capacity ICU of 25 KA. at

V,having normal current rating up to 25 A to 100A. with Fixed thermal

& magnetic release suitable to work on A.C. supply 50 c/s. with all

internal connections, spreader tinned copper & complete erected in

existing 16 G.M.S. housing. ICS=100% of ICU only Cat III

It. No. Description of Item Quantity Unit Rate in Figure Total

113 Supplying and erecting triple pole & neutral 440V / 500V panel 1.25 Rn.Mtr 1961.42

mounting Copper Busbars with four equal Nos. of electrolyte bus

having current density not more than 1.6 Amp. / sq.mm (Rated

current / cross section area) duly wrapped with colour insulating tape

for phase sequence of following current carrying capacity, erected

with necessary bus bar supports /insulators, main cable socket to

each bar, erected in existing cubical panel with necessary

connections. (A) Suitable for 100 Amp. Capacity

114 Providing and erecting Miniature circuit breaker single pole 0.5A to 70.00 Nos. 270.68

2A system and having breaking capacity 10 KA to be erected in

existing box. confirming to IS 8828/1996 with ISI Mark. Ca-III

115 Providing and erecting Miniature circuit breaker single pole 6A to 25A 36.00 Nos. 112.11

suitable to operate on 240 V A.C. system and having breaking

capacity 10 KA to be erected in existing box. confirming to IS

8828/1996 with ISI Mark Ca-III

116 Providing & erecting 415V MCB Four Pole Switch for Lighting Load 2.00 Nos. 638.32

(B curve) having 10KA breaking capacity & confirms to IS :8828 in

existing box having following capacity (b) 40 Amp. Ca-III

117 Providing and erecting Sheet Steel powder coated MCB distribution 2.00 Nos. 2913.85

board - flush / surface mounted fitted with busbar, neutral link, earth

bar and DIN rail, Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without

MCB to house appropriate nos. of MCBs.(The DBs should be used of

same company of MCB to be used) suitable for (B) three phase

incoming and single phase horizontal type outgoing Per phase

isolation type (PPI) (b) sheet steel double door (iii) 6 way

118 Providing and erecting Approved make RCCBs conforming to IS: 8.00 Nos. 2235.13

12640 and having sensitivity of 30 mA and Short Circuit withstand

capacity of 10 KA and suitable for operation on single phase

V,50Hz. having characteristic of quick action & tripping with all

advance feature & do not incorporate any electronic component. for

following Max. rating erected as directed (iI) 40 Amps. DP Cat-III

119 Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 25.00 Kg 77.77

120 Pipe type earthing having 150 cms.long and 2.5 cms. dia. galvanised 24.00 Nos. 540.35

iron pipe with coupling and buch buried in specially prepared earth pit

complete with necessary 8 SWG earth wire. & For using salt and

charcoal / coke as required for pipe type earthing.

121 Supplying & erecting earth pit of minimum bore dia.150mm size 1.00 Nos. 4591.46

approved make Earthing Electrode consisting Pipe-in-Pipe

Technology as per IS 3043-1987 made of corrosion free hot dipped

G.I.Pipes having Outer pipe dia of 50mm having 80-200 Micron

galvanising, Inner pipe dia of 25 mm having 200-250 Micron

galvanising, connection terminal dia of 12mm with constant ohmic

value surrounded by highly conductive compound with high charge

dissipation suitable for following type of applications with chamber

and heavy duty cover.(approved make OEM has to submit test

certificate) & having back filling compound of (B) Inner chemical

(CCM Compound)- Resistivity:- 0.2 / meter testing as per IEC

62561-2017, Voltage drop:- < 1 volt at no load & dry form, Sulphar

content:- <2%(C) Back fill Compound :- Earthing compound should

be capable to retain moisture for long time Necessary test report

must be submitted. (a) For Electrical Installation up to 440V in normal

soil Length of pipe - 1 Mtr Back filling compound - 1 Nos Bag of

It. No. Description of Item Quantity Unit Rate in Figure Total

122 Providing & erecting weather proof, dust & vermin proof, floor 0.75 Sq mtr 10468.65

mounted front operated indoor type cubical panel board necessary

IP-42 and above protection as per approval from engineer incharge

made from 14 SWG thick CRC M.S. sheet for outer body & doors,

SWG thick CRC M.S.sheet for internal partitions with necessary

accesories , supporting angles/ flats channel including cutting,

bending, drilling, welding, riveting with internal partitions & cable alley

as per requirements & instruction of engineer-in-charge with erection

of supplied switch gears, BUSBARS, suitable size of inter connecting

PVC copper wire / copper-aluminium strips, rubber grommets, rib,

bakelite control fuses/MCB for measuring instruments, earth bus &

earth bolts, foundation flange - bolts-base Plates, sufficient nos. of

hinged doors, handles with locking arrangement and rubber

gasket,heavy duty end terminal connection,danger notice

board,necessary ventilation,earthing strip complete. The Panel shall

be painted with epoxy powder coating. (The rates excludes the cost

of switchgears, bus bars, inter connecting mains & Copper Aluminium

strips, meters, Fuses etc. The dimension shall be measured

excluding base beams) The panel shall be supplied with following

approved manufacturers with following size. (A) locally fabricated

panel board. (i) with 350 mm depth

123 Supplying & erecting XLPE(IS:7098)(I)-88 ISI unarmoured copper 350.00 Mtr. 137.36

cable 1.1 KV grade to be erected as directed of following size. (E)

core 2.5 Sq. mm

124 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable 80.00 Mtr. 220.18

multistrand Aluminium conductor for 1.1 KV. to be laid on wall with

necessary clamps or in existing trench / pipe of following size of

cables.(B) 3 1/2 core 35 Sq. mm ( 16 Sq. mm 1/2 core)

125 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable 1540.00 Mtr. 126.25

multistrand / Solid Aluminium conductor for 1.1 KV. to be laid on

wall with necessary clamps or in existing trench / pipe of following

size of cables (b) 4 core 6 Sq. mm

126-A Making trench in soft soil of suitable width of 90 cm deep for laying 1400.00 Mtr. 55.55

cable or locating the fault all over the run and back filling the same

and making the surface as normal ground.

126-B Providing & laying approved make Double walled corrugated pipes 1500.00 Mtr. 62.62

(DWC) of polyethylene(conforming to IS 14930 II )with necessary

connecting accessories of same material at required depth in

existing trench for laying of cable. below ground / road surface for

enclosing cable (A) 50 mm Outer dia

127 Providing and, fixing heavy duty flange type brass cable gland with 140.00 Nos. 38.38

rubber ring for PVC insulated armoured cable complete with out

going tails, insulating tape etc for following size of cables.(c) 2 to

128 Providing and, fixing heavy duty flange type brass double 2.00 Nos. 75.75

compression type cable gland with rubber ring for PVC insulated

armoured cable complete with out going tails, insulating tape etc for

following size of cables. (B) 3 & 1/2 core 35/50 Sq. mm

129-A Solder less crimping type Aluminium lugs conforming to IS suitable 560.00 Nos. 6.06

for cable of following size evenly crimped with high pressure tool &

connected to switchgear terminals with brass/cadmium plated nut

bolts in an approved manner. (A) 1.5/ 2.5/4/6 Sq.mm

130 Providing & erecting Approved make Ceiling Fan with double ball 40.00 Nos. 1738.21

bearing ISI mark with condenser A.C.230V 50c/s. 1400 mm. sweep

complete, canopy erected on existing hook or clamp with earthing [

Make shall be approved by Engineer in Charge]

It. No. Description of Item Quantity Unit Rate in Figure Total

131 Supplying and erecting 19 / 20 mm. nominal bore Medium Class M.S. 40.00 Mtr. 108.07

Pipe down rod erected duly painted for fan complete with proper

insulation without leakage and earthing.

132 Supplying & erecting fan hook box of 10 mm M.S. round bar 40.00 Nos. 108.07

bounded to the RCC bars up to 50mm length each side and pierced

through a 16 Gauge M.S. box / Heavy Duty PVC box complete

erected concealed in Ceiling with necessary finishing.

133 Supplying & erecting approved make low noise decorative exhaust 6.00 Nos. 1366.53

fan having square frame ABS body with inbuilt lowers & square

frame. 200mm with 1350 RPM Cat.II Ca-II

134 Providing recess in wall or window frame suitable for erection of 6.00 Nos. 189.88

Exhaust fan complete with plastering and colour washing to match

the colour of the wall or window complete with expanded metal in

order to render the fitting in accessible and the room water-proof.

135 Supplying and erecting approved make Octagonal pole made from 70.00 Nos. 8192.11

HR sheet steel. The pole should be made as per IS. and shall be

coated with hot dip galvanizing as per IS 2629/2633/4759, suitable

suspend local wind speed with integral Junction box consist of

terminal plate of min 6mm Hylam sheet, standard profile

35mmX7.5mm Din-Rail for MCB Mounting, stud type terminal and

arrangement for cable termination to be erected With Suitable

foundation (Included) as per details given by manufacturer

considering site requirement. (D) 6 Mtr. Long 70 mm Top X 135 mm

bottom dia, 3 mm thickness with 200mmX200mmX12mm base plate,

4-M20 Bolts and 600mm long with necessary G.I. J Bolts .Approx

Pole weight 59 kg.

136 Providing & erecting water cooler having storage capacity 150 Ltr. & 1.00 Nos. 55893.40

cooling capacity 150 Ltr.per hour @ an ambient temp of 45˚ C. The

outlet temp. of the water should drop by 15˚C within a hour, The

water cooler should be comprising of hermetically sealed

compressor, fan motor, condensing unit, water tank surrounded by

evaporating, coil, thermostats, relay etc.complete with necessary inlet

& outlet connection. The body of water cooler will be made from

Stainless Steel.

137-A Supplying & erecting reverse osmosis (RO) water purification system 1.00 Nos. 77891.20

with M.S. powder coated pedestal frame, prefilter housing carbon

filter suitable buster DC pump, auto low & high pressure switches

with following size of LPH capacity & erected as directed with one

year comprehensive maintenance guarantee. [D] 100 LPH with

phase Raw water pump of 500LPH @ 2.5kg/cm2 - (1N0 - Kirloskar

/CRI/Lubi), Dual media filter 10"x54" - (1 No), Micron cartridge filter

20" x 2.5" ( 1No), High pressure pump 500LPH @ 10kg/cm2 - (1No -

Shimge /CRI /Lubi), RO Membrane housing with RO membrane of

40*40 - (1No), RO pressure tube 4" x 1E - ( 1No), 0 - 1200LPH

Rotameter -(2 Nos), with Recovery Rate 50%.

137-B Providing & erecting 415V MCB Four Pole Switch for Lighting Load 3.00 Nos. 638.32

(B curve) having 10KA breaking capacity & confirms to IS :8828 in

existing box having following capacity (b) 40 Amp. Ca-III

138 Plastic enclosure fitted with DIN rail suitable for incorporating Three 6.00 Nos. 108.07

It. No. Description of Item Quantity Unit Rate in Figure Total

139 Supplying & erecting IP 55 grade following size section pillar 3.00 Nos. 16691.26

fabricated from joint less M.S. Sheet with angle iron legs made from

jointless M.S. Angle with cable clamps to be buried in ground to have

appropriate erection to work uniform until erected with cement

concrete foundation and 45 cm high bricks work finishing with plaster

etc. hinged double door internally supported on both side, with

internal and outside looking arrangement with look and keys in

duplicate 35 x 35 x 5 mm M.S. Angle of Two Nos. one is welded and

other with nut and bolt for erecting Bakelite sheet. Painting the

Section Pillar inside and out side with three tank powder coated

paint. section pillar roof should be without joint with water leakage

proof & tested as per IP 55 test & followed by IS 2147 of 1962 (A)

150 X 90 X 75 cm section pillar fabricated from 14 Gauge MS Sheet

with angle iron legs 95 cm long made from 40 X 40 X 6 mm thick MS

140 Providing and erecting Approved make RCCBs conforming to IS: 3.00 Nos. 2637.11

12640 and having sensitivity of 30 mA and Short Circuit withstand

capacity of 10 KA and suitable for operation on 3 phase and neutral

415V,50Hz. having characteristic of quick action & tripping with all

advance feature & do not incorporate any electronic component for

following Max. rating erected as directed. (ii) 40Amps. FP Ca-III

141 Supplying & erecting approved make Digital time switch having 3.00 Nos. 3168.37

lithium cell 6 years operative and operate battery backup 1 channel

day clock with 14 memory programme, suitable to operate on 240V +

5%, 16A with, floating contacts Minimum switching setup time

minimum & LCD display. Also comprised permanent ON/OFF

switching. Programming switches & housed in fire proof

thermoplastic enclosure & transparent cover erected as required with

necessary connection erected as directed.

142 Supplying & erecting power contactor ,AC3 duty for time switch 3.00 Nos. 2782.55

complete erected as per direction Cat III (D) 4 pole 440V 40 Amp.

143 Supplying and erecting approved make panel mounting type Digital 1.00 Nos. 1275.63

Voltmeter having 3 digits LED display, 0 to 750 AC Volts range

erected on existing panel board with all connection, wiring etc .with

manufacturers calibration certificate.

144 Supplying and erecting approved make panel mounting type Digital 1.00 Nos. 1558.43

Ammeter having 3 digits LED display, external CT operated,

calibrated for 0 to 1000 Amps suitable to operate on 500 Volt AC

erected on existing panel board with all connection, wiring etc. with

manufacturers calibration certificate.

145 Supplying and erecting Ammeter / Voltmeter selector switch for 3 2.00 Nos. 317.14

phase AC Supply 500 V on existing panel board with necessary

146 Supplying and erecting approved make suitable panel indicator LED 3.00 Nos. 43.43

type lamp, lens cover, complete erected with necessary connections.

147 Providing & erecting L.T. Current Transformer with bar primary 50/5 3.00 Nos. 274.72

to 1000/5 ratio 15 VA burden erected in existing CRCA box duly

secured with insulating materials connected to the meter.

Rs. Five Crore, Thirty Six Lakhs, Fifty Six Thousand Five Hundred Sixty Six and Twenty Nine

It. No. Description of Item Quantity Unit Rate in Figure Total

I/We am/are willing to carry out the work @ ______________ % ______________ percent

(should be written in figures and words) below / above, the estimated rates mentioned above, amount of

my/our tender works out as under :

Above all items of "Bill of Quantities" with Item Description, Unit, Qty, Rate & Amount have verified by me and

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 mix design for different grades of cement concrete and asphalt

at his own cost before execution as directed and to be approved from the engineer in charge.

Deputy Executive Engineer Executive Engineer

District (R&B) Sub Dn. No.2 District (R & B) Division

Vadodara Vadodara