CONSTRUCTION OF LIFT LOBY AND RAMP AT TALUKA COURT BUILDING AT GADHADA DI BOTAD

Name Of Work : Construction of Lift, Lobby & Ramp at Taluka Court Gadhada Dist.Botad

Bill Of Quantity

Sr.no. Description of item Quantities Unit Estimated Total amount

Sr.no. Description of item Quantities Unit Estimated Total amount

estimated rates. according to

but may be In figure estimated

1 Excavation for foundation upto 1.5 m depth including sorting out and

stacking of useful materials and disposing off the excavated stuff upto 19.20 Cu.M. 122.94

50 Meter lead.(A) Loose or soft soil

2 Filling in foundation and plinth with sand in layers of 20 cm. Thickness

including watering ramming and consolidating etc. comp.

3 Filling available excavated Earth (Excluding Rock ) in trench plinth side of

foundation . in layer not excluding 20 cm in depth consolidation each 8.00 Cu.M. 136.92

deposited layer by ramming and watering etc. complete.

4 Filling foundation and plinth with murrum or selected soil in layer of 20 cm

in thickness including, ramming watering and consolidating etc. complete 10.00 Cu.M. 301.78

5 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4-

graded stone aggregates 20 mm nominal size) and curing complete including 5.10 Cu.M. 3887.47

cost of formwork in (A) Plinth C.C.

6 Providing and laying controlled cement concrete M-200 and curing complete

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

reinforced concrete work in foundation footings, base of columns and mass 2.30 Cu.M. 4604.99

7 Providing and laying controlled cement concrete M-200 and curing complete

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

reinforced concrete work in R.C.C. pardee Upto Plinth lvl. 1.30 Cu.M. 5488.35

8 Providing and laying controlled cement concrete M-200 and curing complete

including the cost of form work but excluding the cost of reinforcement for 2.90 Cu.M. 5488.35

reinforced concrete work in R.C.C. pardee GF.

9 Providing and laying controlled cement concrete M-200 and curing complete

including the cost of form work but excluding the cost of reinforcement for 2.90 Cu.M. 5529.94

reinforced concrete work in R.C.C. pardee FF.

10 Providing and laying controlled cement concrete M-200 and curing complete

including the cost of form work but excluding the cost of reinforcement for 0.30 Cu.M. 7906.28

reinforced concrete work Column Upto Plinth Level

11 Providing and laying controlled cement concrete M.200 and curing

complete including the cost of formwork and reinforcement for reinforced 0.60 Cu.M. 7906.28

concrete work in (D) Columns (more than 10 ton). Columns GF

12 Providing and laying controlled cement concrete M.200 and curing

complete including the cost of formwork and reinforcement for reinforced 0.60 Cu.M. 7947.87

concrete work in (D) Columns (more than 10 ton). Columns FF

13 Providing and laying controlled cement concrete M-200 and curing complete

including the cost of form work but excluding the cost of reinforcement for 0.80 Cu.M. 6013.71

reinforced concrete work Plinth Beam.

14 Providing and laying controlled cement concrete M-200 and curing complete

including the cost of form work but excluding the cost of reinforcement for 0.60 Cu.M. 6356.15

reinforced concrete work Beam GF

15 Providing and laying controlled cement concrete M-200 and curing complete

including the cost of form work but excluding the cost of reinforcement for 0.60 Cu.M. 6397.74

reinforced concrete work Beam FF

16 Providing and laying controlled cement concrete M-200 and curing complete

including the cost of form work but excluding the cost of reinforcement for 0.30 Cu.M. 7910.83

reinforced Concrete work in Lintel & Coping for GF

17 Providing and laying controlled cement concrete M-200 and curing complete

including the cost of form work but excluding the cost of reinforcement for 0.30 Cu.M. 7952.42

reinforced Concrete work in Lintel for FF

18 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4-

graded stone aggregates 20 mm nominal size) for reinforced concrete

Chhajjas not exceeding 10cm. thickness upto floor two level including

finishing the exposed surfaces with cement mortar 1:3 (1-cement, 3 Fine 0.90 Cu.M. 6693.27

sand) to give a smooth and even surface centering and formwork and curing

complete excluding cost of reinforcement.

19 Providing and laying controlled cement concrete M-200 and curing complete

including the cost of form work but excluding the cost of reinforcement for 0.61 Cu.M. 6977.98

reinforced concrete work in SLABS for Grond Floor

20 Providing and laying controlled cement concrete M-200 and curing complete

including the cost of form work but excluding the cost of reinforcement for 1.20 Cu.M. 7019.57

reinforced concrete work in SLABS for First Floor

21 Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including

bending, binding and placing in position complete upto floor two level 1149.00 Kg. 77.29

22 Brick work using common Brunt clay building bricks having crushing strength

not less than 35 Kg./Sq.cm.. In foundation and plinth in cement mortar 1:6 4.00 Cu.M. 4214.33

(1cement : 6 fine sand)(b) Conventional Plinth

23 Brick work using common Brunt clay building bricks having crushing strength

not less than 35 Kg./Sq.cm.. In super structure above plinth level upto

floor two level in cement mortar 1:6 (1cement : 6 fine sand) (b) 3.00 Cu.M. 4496.05

Conventional GF

24 Brick work using common Brunt clay building bricks having crushing strength

not less than 35 Kg./Sq.cm.. In super structure above plinth level upto

floor two level in cement mortar 1:6 (1cement : 6 fine sand) (b) 3.70 Cu.M. 4777.76

Conventional FF

25 Brick work using common Brunt clay building bricks having crushing strength

not less than 35 Kg./Sq.cm.. In super structure above plinth level upto

floor two level in cement mortar 1:6 (1cement : 6 fine sand) (b) 1.30 Cu.M. 5059.48

Conventional SF

26 Half brick masonry in common brunt clay building bricks having crushing

strength not less than 35 Kg./Sq.cm.. In cement mortar 1:3 (1cement :

coarse sand) with 2 Nos. of 6 mm. Diameter mild steel round bars after 2.10 Sq.Mt. 750.76

every three coarse embedded in cement mortar in super structure above

27 Providing and fixing 38mm thick Double Shutter Oak (Hardwood) flush door

of BWP Grade confirming to IS-710 of approved quality and design including

applying of 1mm thick laminate sheet of approved quality and design to

both both side, all edges shall be covered with 38x12mm first class

teakwood bedding incl. required steel (S.S.) finished brass hardware like

hinges, handles, mortice locks, door stop, stoppers and lock, etc. of

approved brands and including extruded aluminum colour anodized "L" 3.20 Sq.Mt. 5306.54

section main outer frame size 63.50mm x 38.00mm x 2.50mm (of jindal

section 19552 @ Wt.1.1165 kg/mt) filled with country wood and providing

and applying minimum 3 coats of Melamine Polish and two coats of sealer

etc. complete as directed by Engineer-in-Charge

28 Providing and fixing window having extruded aluminum Colour anodized

section frame main outer size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094 Kg /

Rmt, horizontal two track member size 61.85 mm x 31.75 mm x 1.20mm @

wt.of 0.695 Kg/mt, vertical member of size 61.85 mm x 31.75mm x

mm @ wt.of 0.659 Kg/mt with sliding shutters of horizontal member size

40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical member of size 5.40 Sq.Mt. 1713.70

40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, @ Wt. 0.457 Kg/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 details etc complete for window.

29 Providing and fixing Safty grills of required pattern for Windows / Door using

12 mm dia M.S polished bars and Rectangular MS Flats of size 50 x 2mm at

Required spacing as per design and hold fasting with coach bolts including 135.00 Kg. 116.15

one coat of primer and two coats of mattfinished oil painting etc complete.

30 Providing and laying mirror polished Telophonic Black Granite stone slab

frame 18 mm ( Average )thick (Shade of Granite Aprooved by Engineer in

Charge incl adhesive used with Sand for Proper Joint with Wall With. Full

molded round front edge laid on 10 mm thick cement mortar 1:3 (1- cement 7.00 Sq.Mt. 1917.11

: 3 coarse sand ) jointed with grey cement Slurry including rubbing and

polishing etc. Complete

31 Providing and laying Granite Stone slab 18-20 mm ( Average ) thick incl. Full

molded round front edge laid on 15 mm thick cement mortar 1:3 (1- cement

: 3 coarse sand ) jointed with grey cement Slurry including rubbing and 22.00 Sq.Mt. 2713.55

polishing etc. Complete for Flooring

32 Providing 15 mm. Thick Mala plaster in two coats on fair side brick /

concrete wall for interior plastering consisting of 12 mm. Thick backing coat

of cement mortar 1:4 (1-Cement : 4-sand) and 3 mm. Thick finishing coat of 36.60 Sq.Mt. 172.00

C.M. 1:1 (1-cement : 1-fine sand) etc. complete for Ground Floor.

33 Providing 15 mm. Thick Mala plaster in two coats on fair side brick /

concrete wall for interior plastering consisting of 12 mm. Thick backing coat

of cement mortar 1:4 (1-Cement : 4-sand) and 3 mm. Thick finishing coat of 43.90 Sq.Mt. 199.27

C.M. 1:1 (1-cement : 1-fine sand) etc. complete for First floor.

34 Providing 10 mm. Thick cement plaster in single coat for plastering

on ceiling and soffits of stairs upto floor two level and finished even and 2.80 Sq.Mt. 171.71

smooth in : (I) Cement mortar 1:3 (1 cement : 3 sand) Ground Floor

35 Providing 10 mm. Thick cement plaster in single coat for plastering

on ceiling and soffits of stairs upto floor two level and finished even and 5.10 Sq.Mt. 193.60

smooth in : (I) Cement mortar 1:3 (1 cement : 3 sand) First Floor

36 20mm thick sand faced cement plaster on walls upto height 10 metres

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

cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1- 110.40 Sq.Mt. 393.03

sand) etc. complete.

37 Providng and applying two coats of Birla or Asian acrylic lappy (putty) and

two coats of primer & Wall painting ( two coats) with plastic emulsion paint

of approved brand and manufacture on wall surfaces to give an even

brushing the surface free from mortar droppings and other foreign including

Wall painting (two coats) with plastic emulsion paint of approved brand and 80.50 Sq.Mt. 123.44

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 Providng and applying two coats of Birla or Asian acrylic lappy (putty) and

two coats Wall painting ( Two coats) with plastic emulsion paint of

approved brand and manufacture on ceiling & sofit to give an even brushing

the surface free from mortar droppings and other foreign including Wall

painting (two coats) with plastic emulsion paint of approved brand and 3.00 Sq.Mt. 128.97

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.

39 Finishing wall with weather proof exterior emulsion paint on wall surface

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

brushing the surface to remove all dirt, and remains of loose powdered 110.40 Sq.Mt. 120.26

materials etc complete

40 Providing and fixing Stainless steel (316 Grade) railing made from

anticorrocive 316 grade S S pipe of 50 mm dia (16Gauge) as hand rail with

38 mm dia pipe for suports at 1.05 mt Vertical supports at equal distance

fixed in RCC, along with londitudnal support with C/C Spacing 38mm dia

including accessories as per detailed drawing as directed, etc. complete

including drilling, fixing, grouting, cleaning, finishing, polishing. As per

directed by engineer in charge.

41 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete

block 60mm thick with grade of concrete M300 pnumatic compressed /

vibrated mechanically and as per approved design Confirming to IS 15658 : 3.00 Sqm 706.93

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. Complete.

42 Providing and fixing chiken mesh jali with square of 12.50 X 12.50 mm of

gauge at junction the Brick masonary and reinforcement concrete member 64.80 Sqm 99.99

including fixing materials sacffolding labour etc.complete

43 Providing and constructing flower bed of including excavation if required,

PCC 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm

nominal size) as base, brick masonry in cement mortar 1:6 for sides,

internal plaster 12 mm thick in cement mortar 1:4, finished with neat

cement punning, filling with good earth brought from outside, watering,

ramming, dressing, and finishing complete in all respects as per direction of

Engineer-in-Charge.

44 Providing and laying broken chine mosaic flooring for terrace using

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 5.40 Sqm 779.70

extending them upto 15 cm along the wall,clearing with water and oxalic

acid etc. as directed.

45 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 4.50 Rmt. 43.05

46 Providing and laying and fixing 50 mm thick Construction joint by hydro cell

semi rigid UV resistance with high performance laminated closed cell 2.20 Sqm 1491.03

polythene foam joint filler in sheet foam as directed, etc. complete.

47 Providing and laying China Mosaic waterproofing treatment on terrace using

12 mm to 20 mm size broken glazed tile pieces laid over a 20 mm thick

cement mortar bed in 1:3 (1 cement : 3 coarse sand) over properly prepared

surface, including cleaning, roughening and application of polymer-based

bonding slurry (cement with SBR latex), filling of cracks with polymer

modified mortar, laying and tamping of mosaic pieces to bring cement slurry

to the top surface, finishing with white cement slurry with pigment,

maintaining required slope (minimum 1:100) towards drainage points, 456.10 Sqm 855.47

forming rounded gola at junctions and extending treatment up to 150 mm

height along parapet walls, including cutting grooves if required and sealing

with suitable sealant, curing for a minimum of 7 days, and final cleaning

with water and mild acid to obtain uniform finish, complete in all respects

as directed by the Engineer-in-Charge.

48 Demolition of Brick work and stone masonry including stacking of

serviceable materilas and disposal of unserviceable materials with all lead 11.60 Cum 562.89

and lift.(ii) In Cement Mortar.

49 Removing existing rain water pipe (RWP) lines of any diameter including

fittings, clamps, brackets and supports carefully without damaging adjoining

structure, and dismantling of deteriorated/loose plaster from wall surfaces

wherever necessary, including hacking, chiseling and cleaning of the 28.80 Sqm 315.12

exposed surface, complete with disposal of unserviceable materials within

lead as directed by the Engineer-in-Charge, complete in all respects.

50 Providing, laying and jointing in true line and level 110 diametre U.P.V.C

(Type B) conforming to IS 13592-1992 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 52.00 Rmt. 876.90

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

51 Providing, fabricating and fixing ventilation grill/jali for duct opening using

MS angle frame of minimum 35×35×5 mm and 10 mm dia MS square bars

spaced at 100 mm c/c both ways, including providing an openable

maintenance gate of suitable size within the grill with MS frame, heavy-duty

hinges, tower bolt and locking arrangement; the entire assembly to be

fabricated in workshop and fixed in position with approved anchor fasteners 50.40 Sqm 1049.39

in concrete, including drilling holes and making good the surfaces with

cement mortar; applying one coat of zinc-rich primer and two coats of

synthetic enamel paint of approved shade, complete in all respects as

directed by the Engineer-in-Charge.

52 Removing the existing paint from exterior walls by scraping, brushing /

sanding, washing the surface with water, removing loose and flaking

material, preparing the surface smooth and sound, including all leads and

lifts, Scaffolding complete as directed by Engineer-in-Charge. Applying two

coats of primer & Putty 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. 1285.80 Sq.Mt. 217.15

Finishing wall with weather proof exterior emulsion paint on wall 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

53 Removing the existing paint from interior walls by scraping, brushing /

sanding, washing the surface with water, removing loose and flaking

material, preparing the surface smooth and sound, including all leads and

lifts, Scaffolding complete as directed by Engineer-in-Charge. Applying two

coats of primer & Putty of approved brand and manufacture on new wall

surface to give an even shade including thoroughly brushing the surface free 1636.70 Sq.Mt. 175.74

from mortar dropping and other foreign matter and sand papered smooth.

Finishing wall with plastic emulsion paint on wall 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.

54 Replacing old and U/s by Providing Point wiring for Light / Bell with 2-1.5

sq.mm & earth wire of 1.5 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 97.00 Pt. 410.06

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. (j) in existing pipe erected concealed in

wall/ceiling complete, Cat. III

55 Replacing old and U/s by Providing Point wiring for FAN with 2-1.5 sq.mm

& earth wire of 1.5 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 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 43.00 Pt. 556.51

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. (j) in existing pipe erected

concealed in wall/ceiling complete, Cat. III

56 Replacing old and U/s by providing Point wiring for on board Looped Plug

with 6A Modular type switch & 5 pin socket erected on PVC /

Metallic/Wooden box, single mounting base frame covered with textured / 40.00 Pt. 257.55

metallic/white front plate modules erected on / in wall / ceiling with

following type accessories Cat. III

57 Replacing old and U/s by Providing following type of Modular Type

Accessories mounted with PVC / metallic/Wooden box, single mounting base

frame covered with textured / metallic/white front plate , modules erected 10.00 Ea 180.79

with necessary connections as per site situation directed by Engineer In

charge. (9) 16 Amp. SP one way switch Cat.III

(10) 6/16Amp. Universal socket Cat.III 10.00 Ea 199.98

58 Providing and erecting ISI mark Medium class RIGID PVC PIPES of following

size complete to be erected on/in wall or ceiling erected with necessary

PVC fittings & Junction boxes fixed with adhesive solution & Clamps with 360.00 Mtr. 24.24

following dia of pipes, in approved manner as directed, (a)20 mm

59 Supplying & erecting UPVC Mini trunking (PVC Casing-n-Capping) having

double-locking arrangement with grooves, trunking of size not below

mm in height as per IS with accessories of PVC/Resin polypropylene not 185.00 Mtr. 22.22

below 1.8 mm thick duly sealed in joint & erected on wall / ceiling of

following size . (1) 20 mm

60 Replacing old and U/s by Providing and erecting Mains with 1.1 KV grade

FRLS PVC insulated ISI marked stranded Copper conductor wire in following

type of pipe to be erected concealed in /flushed on wall/ceiling, with

sq. mm copper conductor FRLS PVC insulated stranded wire of green colour 540.00 Mtr. 62.62

for earth continuity of following size, (E) in existing pipe, (b) 2 wire 2.5 sq.

61 Replacing old and U/s by providing and erecting Mains with 1.1 KV grade

FRLS PVC insulated ISI marked stranded Copper conductor wire in following

type of pipe to be erected in / on wall / ceiling with 2.5 sq. mm copper 150.00 Mtr. 86.86

conductor FRLS PVC insulated stranded wire of green colour for earth

continuity of following size(E) in existing pipe, (a) 2 wire 4 sq. mm

(i) 4 wire 10 sq. mm

(use earth wire of 4 sq.mm )

62 Replacing old and U/s by Providing & erecting Switch board for Computer

or electric apparatus consisting of following modular type accessories

mounted with PVC / Metallic concealed/open box with single mounting

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

erected with necessary connections as directed 23.00 Ea. 1133.22

1 no. 6A/16A universal plug-switch combined.

3 nos. 6A Switch

3 nos. 6A 5 pin Plug For Modular Type Accessories Cat. III

Decorative call bell Ting-tong box type 250 volts complete erected 7.00 Ea. 71.71

63 Replacing old and U/s by Supplying and erecting LED indoor fittings with

LEDs of wattage 0.2 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 76.00 Ea. 373.70

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 (iv) 22-24 Watts, Surge - 2KV,IP-20, conventional 4 feet

(i) 5-10 Watts, Surge-2 KV, IP-20, conventional 1 to 2 feet Cat-lll 5.00 Ea. 165.64

64 Replacing old and U/s by Supplying and erecting LED indoor fittings with

LEDs of wattage 0.2 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 0.95, THD < 15 %,

CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/watt , 8.00 Ea. 589.84

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, (iii) 16-20 watts, Surge-2 KV, Cat-lll

65 Replacing old and U/s by providing and erecting Miniature circuit breaker

single pole 6A to 25A suitable to operate on 240 V A.C. system and having

breaking capacity 10 KA to be erected in existing box. confirming to IS 48.00 Ea. 112.11

8828/1996 with ISI Mark Cat.III

66 Replacing old and U/s by Providing & erecting 415 V MCB Four Pole for

Motor & Inductive Load (C Curve) having 10KA breaking capacity & confirms 2.00 Ea. 668.62

to IS :8828 in existing box having following capacity,(b)40 Amp. Cat.III

(c)63 Amp. Cat.III 3.00 Ea. 737.30

Sheets steel powder coated enclosure suitable for incorporating One/Two

67 Replacing old and U/s by Providing and erecting Sheet Steel powder coated

MCB distribution board - flush / surface mounted fitted with busbar, neutral

link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC 61439-1 &

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, (ii)6 way

68 Replacing old and U/s by providing and erecting Approved make RCCBs

conforming to IS: 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 9.00 Ea. 1969.50

feature & do not incorporate any electronic component. for following Max.

rating erected as directed, (i) 25 Amps.DP, Cat. III

69 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand /

Solid Copper conductor for 1.1 KV. to be laid on wall with necessary

clamps or in existing trench / pipe at road crossing or floor of following 70.00 Mtr. 364.61

size of cables. (B) 4 core 4 Sq. mm

70 Replacing old and U/s by Providing and erecting Approved make Ceiling fan

with double ball bearing ISI mark with condenser A.C. 23OV.50 c/s.1200

mm. sweep complete, canopy erected on existing hook or clamp with 43.00 Ea. 1596.81

earthing. [Make shall be approved by Engineer in charge]

71 Supplying & erecting single phase approved make industrial exhaust fan

suitable for medium duty ring mounted low noise operation suitable for

medium duty having following dia size and maximum speed in RPM [A] 305 5.00 Ea. 2054.34

mm dia 900 RPM Cat.II

72 Supplying and erecting approved make oscillating type bracket fan A.C.

23OV. 50cy/s 400/450 mm sweep wall mounted with height adjustment and

rotary tilting device complete with guard, flexible Core plug top complete 4.00 Ea. 2534.09

erected with lead wires as directed. Cat.II

73 (A) GENERAL DESCRIPTION OF LIFTS. [1] GEAR LESS LIFT DRIVE (MRL)

comprising of High Starting torque Lift 3 phase 440 V A. C. Permanent

Magnet Synchronous motor of proper rating with high efficiency shall be

used.[2] Micro processor based / PLC, ACVVVF, vector control drive with

encoder feedback closed loop system shall be used for lift car and door

operation which shall be full collective selective operation hall call demand

response, UP/DOWN hall stops, Main, Up/ Down Contactor with overload

and phase reversal relay and safety controls. [3] Car with M S platform with

bracings of adequate size and to sustain the impact load cabin + passenger

with safety factor of fire for steel and side panels of Stainless steel of sheet

of grade 304 duty. Car ceiling will be S.S. finishes with aesthetic

appearance with LED ceiling lights. Car flooring shall be of s/s 304 chaker

plate design sugeested of engineer in charge. of engineer in charge. Car

doors shall be of stainless steel grade 304, hairline finish with centre

opening / telescopic automatic doors. Car panel will also be S.S.

finished with emergency stop device, mechanical door safety device,

facility of auto/ attended mode. All car panel buttons and all floor switches

must be with brail language as per lift act.

[4] All landing doors must be fire rated for 2 hour shall be fully automatic

centre opening/ telescopic opening made of hairline finish steel grade of

304 with key holes and infrared curtains with Unlocking facility from outside

[5] Appropriate battery operated emergency light in the car along with

alarm switch shall be provided. Also, Emergency Light & Fan should start

immediately without any Time Delay as soon as power fails.

[6] Digital scrolling indicator system for up-down arrow along with floor

position indicator shall be provided inside the car and at all floors.

[7] Full height infra red curtain with multiple cross / crossing light beams

shall be provided.

[8] Automatic Rescue Device (ARD) shall be provided accordingly of

passenger capacity with Manual Rescue Operation ( Manual Cranking

Facility). 0.00 0.00 0.00

[9] Audio visual indication in the lift car showing over loading shall be

provided such that doors kept open till excess load is removed. [10] Spring

buffers/PU Buffers shall be provided.

[11] Car fan as per passenger capacity with automatic sleep timer shall be

[12] Voice annunciator with suitable music shall be provided in lift car.

[13] Self diagnostics system for operational and safety parameters shall be

provided in control panel.

[14] Mechanical over speed governor with governor calibration as per actual

site parameters and submission of calibration certificate submission, door

key holes in the floor doors, fireman switch shall be provided.

[15] Lift machine hoisting arrangement in the lift machine room and monkey

ladder for lift pit should be provided by the lift agency, along with the

[17] Permanent wiring with necessary safety devices like RCCB in all circuit,

Over Voltage Under Voltage protection and THD eliminator in circuit for lift

machine room and lift well with proper numbers of light points, with

fixtures, exhaust fan and plug points shall be provided by the agency. Only

3 phase Power Supply shall be made available by department in lift

machine room. Necessary Earthing as per Lift Act/Rules shall be arranged by

[18] Any civil/ electrical works for additional and alteration in lift shaft and

machine room related to erection of lift shall be made by lift agency

without any extra cost. (granite/marble fixing around all landing door

openings are not in lift agency’s scope.)

[19] Agency has to provide all working drawings and documents and liaison

services for obtaining all necessary permission from lift inspector and other 0.00 0.00 0.00

authorities. [20] acrylic transparent licence/display A4 size holder in

lift car [20A] As per statutory requirement of Govt. Of Gujarat lift &

escalator act 2000, lift agency has to provide

1. Car top safety barricade

2. Push & talk communication system.

3. Fireman's switch operation at Ground Floor.

4.carrying out third party lift inspection during/after lift

erection and provide report by third party authorized by concern licensing

authority 5.agency has to provide third party insurance upto completion

of free maintenance period and submit the document for the same.

[21] Car Panel Operating Buttons with floor position indicator/buttons must

be of Auto Glow type clearly visible when view from inside cabin.

[22] For Physically Handicapped person Full Length Handrails of hairline

finish steel grade of 304 should be provided at appropriate height on the

Rear & Side Wall Panels in Lift Car. [23] With Necessary KVA rating

voltage controlled Stabilizer suitable for your controller, drive and all

equipments of lift.

[24] Necessary rating of DP Elcb and FP Elcb required for lift is in scope of

work which rating is sugested by CEICED Department (electrical Inspector)

Supplying, Erecting, Testing & Commissioning the passenger / stretcher lift

having following main features:

6 Passengers, Ground plus 1 upper floor with Rated Speed of 1.0 m/sec,

(B) With General Specification attached herewith. Cat.III

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

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.

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

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

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.

All work shall be carried out as per P.W.D. Hand Book and other specification of the Division or as directed.

All the columns in the Schedule be filled in ink and the total of the entries in the last column should be struck by the contractor

under his signature.

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.

The contractor shall exhibit the details of work, tender amount, specifications as per Govt. circular No. BDG / 3277 / 1657 Dated.

26-4-1978 and G.R. No. TNC/ 1090-24 C, Dated. 18-11-91 as directed by the Engineer-in-charge on the work site for which

In R.C.C. item where there is change of grade mix orchange as per actual mix design the difference of of cement consumption shall

be added / deducted from rate of original item at the rate of star rate mentioned in the tender.

For earthquake resistance provision the works shall be carried cut as per the intruction of Engineer in charge.

The other conditions of Schedule "B" will remain unchanged.

Testing of materials shalll be as per statement atteched with the specification. The materials shall be tested in G.E.R.I. bill of

testing charges shall be paid the Executive Engineer and 1 % of the amount put to Tender shall be recovered from the contractor in

running bills is as per G.R. (R&B) Dept. No. TNC 1085 / (4) C Dt. 10-05-85.

Contractor shall even 'NIL' percentage. If deduction is offered.

Deputy Executive Engineer Executive Engineer

R & B Sub Division R & B Division