Renovation-Colour work of Adm. Block office Building, Construction of new compound wall & New Toilet block at Dhinoj Sub Division under Mehsana Division

SCHEDULE-B (Price Bid)

Name of Work: Renovation-Colour work of Adm.Block office Building , Construction of new compound wall & New Toilet block at Dhinoj Sub Division

under Mehsana Division.

I. No. Description Qty. Unit Rate Amount

1 Dismentling barbed wire in fencing including making rolls and also including 90.00 RMT 70.69

dismentling fencing posts including all earth work concrete in base and

making good the disturbed ground stacking useful materials as directed and

disposing as directed and disposing

2 Removing dry or Oil bound distemper by washing and scrapping and sand 1075.00 SMT 11.97

papering the wall surface smooth including necessary repairs to scratches

3 Applying one coat of putty & one coats of primer approved brand and 726.00 SMT 20.10

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

brushing the surface free from mortar dropping and other foreign matter

and sand papered smooth

4 Wall painting (two coats) with plastic emulsion paint of approved brand and 715.00 SMT 87.51

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.

5 Finishing walls with textured exterior paint of required shade : New work 93.00 SMT 174.24

(Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming

coat of exterior primer applied @ 2.20kg/10 sqm.

6 Finishing wall with weather proof exterior emulsion paint on wall surface 1915.00 SMT 120.93

(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

7 Scraping oil paint from steel and other metal surface and making the 73.00 SMT 53.71

surface even (with Hand Scraping.)

8 Removing and scraping of old deteriorated plaster of any thickness fromm 200.00 SMT 20.63

wall / R.C.C member including stacking of serviceable material and disposal

of unserviceable from site of work with all lead and lift

9 Dismentling C.I./GI pipes G.S.W.pipes abd A.C. rain water pipes with fittings 10.00 RMT 79.53

and clamps including stacking the materials with all lead and lift ( for any

10 Dismantling santtary fittings like wash basin . W.C. pan Indian and European 8.00 Each 429.66

type, flushing tank etc. including stacking the materials with all lead and lift.

11 Dismentalling doors, windows, ventilators, etc. (Wood or steel shutters 4.00 Each 199.24

including chowkhars, Architraves, Holdfasts and other attachment etc.

complete and stacking them within all lead and lift. i) Not exceeding

12 Demolition of Brick work and stone masonry including stacking of 25.00 CMT 583.86

serviceable materilas and disposal of unserviceable materials with all lead

and lift.(ii) In Cement Mortar.

13 Dismentaling tiled of stone floors laid in mortar including stacking of 190.00 SMT 50.94

serviceable materilas and disposal of unserviceable materials with all lead

14 Dismentalling of sheet roofing including ridges,hips ,valleys, gutters,etc. 70.00 SMT 50.94

with steel & RCC structure , stacking of serviceable ,materials with all lead

and lift. (i) FRP Sheet

I. No. Description Qty. Unit Rate Amount

15 Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8- 92.50 CMT 2731.60

hand broken stone aggregates 40 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth

16 Providing & laying POLISHED KOTAH STONE slab flooring over 20mm. 73.50 SMT 1009.30

(average) thick base of cement mortar 1:6 ( 1 cement : 6 coarse sand) or

L.M. 1:1.5 laid over and jointed with grey cement slurry including rubbing &

polishing etc.. Complete. (a) 25mm. Thick ( 600 X 450mm. Size )

17 Providing and constructing SOAK WELL of 2.50m internal dia. and 5.0 mt. 1.00 No 75420.00

internal depth including the cost of excavation, foundation for honey

combed masonry of 1.43 m height in C.M. 1:6 (1 cement : 6 coarse sand),

casting R.C.C. 1:2:4 (1 cement : 2 sand, 4 graded stone aggregate 20mm

nominal size) top slab 15 thick, C.I. Manhole cover 60 cm x 45 cm size of

kg. weight and 75 mm dia. C.I. pipe 1.80m long, 75 mm dia cowl vent, filling

1.5m in depth with dry brick bats, providing vata in C.M. 1:3 (1 cement :

sand), 15mm Thick Single Coat Cement Plaster 1:3 On Outer Peripheri

curing and cost of reinforcement etc. complete as directed by E.I.C

18 Providing and fixing FRP frame size 100x50 mm and 28mm thick FRP 12.00 SMT 2354.22

depress panel shutter having extra reinforcement on sides & edges in Gel

coat finish. The core of the shutter & frame is to be filed up with injected

fire retardant grade polyurethene foam done in situ alongwith embedded

wooden pieces for stiffening & also taking hinges & fintures. The whole FRP

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

resistance to mild acid/alkali. Rates are to be inclusive of S.S hinges with

necessary screws & alluminium fixtures & fastenings & fastener sleeve.

19 Providing fitting & fixing fully glazed/ partly glazed double leaf anodised 5.00 SMT 11150.00

aluminium entrance door using extruded section fabricated by standard

manufactures with framing 10.15cm x4.45cm rectangular section & door

shutter made from 10.15 cm x 4.45cm aluminium bottom section top &

vertical section 6.35x3.80cm size using 5.5mm thick "Triveni"or HB4 smoke

glass with glazing deep rubber gasket with locking arrangement(Godrej

type) with all fixtures & fastenings of anodised section with aluminium

bedding floor spring mounted double door closer with all labours &

materials etc. Complete as per drawing and as directed by E.I.C..Item also

includes powder coating to alluminium sections of approved colour / shade

incl. all materials,labour,tools & tackles etc. complete.

20 Providing fitting & fixing fully glazed/ partly glazed double leaf anodised 5.00 SMT 7800.00

aluminium entrance door using extruded section fabricated by standard

manufactures with framing 10.15cm x4.45cm rectangular section with

minimum Thickness 1.95mm & door shutter made from 10.15 cm x

4.45cm aluminium top / bottom section,Lock rail mimimum 15.0cmx4.45cm

& vertical section 4.70 x 4.45 cm size with minimum Thickness 1.95mm

using 5.5mm thick "Triveni"or HB4 smoke glass with glazing deep rubber

gasket with locking arrangement(Godrej type) with all fixtures &

fastenings of anodised section with aluminium bedding, hydraulic door

closer with all labours & materials etc. Complete as per drawing and as

directed by E.I.C..Item also includes powder coating to alluminium sections

of approved colour / shade incl. all materials,labour,tools & tackles etc.

I. No. Description Qty. Unit Rate Amount

21 Providing 20mm. Thick double coat mala cement plaster on interior brick / 218.00 SMT 287.84

concrate work for plastering comprising of base coat of 12mm thick

cement plaster in (i) Cement mortar 1:4 ( 1 cement :4 coarse sand)in rough

finishing and 8mm thick top coat of cement mortar 1:2 (1 cement :2 coarse

sand) finished with trovel incl. scafolding, curing etc complete.

22 20mm. Thick sand faced cement plaster (Tipani with Gutka) on walls up to 1275.00 SMT 327.45

height 10 meters above ground level consisting of 12mm. Thick backing

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

1:1 ( 1 Cement :1 sand) etc.. Complete.

23 Painting two coats on previously painted steel and other metal surface with 73.00 SMT 117.35

enamel paint, brushing to give an even shade including cleaning the surface

of all dirt, dust and other foreign matter.

24 Floor paint two coats with of approved brand & manufacture and of 127.00 SMT 104.00

required shade on exterior surface to give an even shade after throughly

brushing surface to remove all dirt and remains of loose powdered

materials etc comp.

25 Carring out plinth treatment to post construction / existing structure by 200.00 SMT 123.12

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 20 EC chemical emulsion with 19 liter give 1 %

concrentration inclusive of one litre chemical emulsion appication at the

rate of 5 Litre chemical / Sqm of surface is recommended as per I.S

26 Providing & laying coloured glazed tiles 6mm. Thick in flooring, treads of 15.00 SMT 954.93

steps & landing laid on a bed of 12mm. Thick cement mortar (1:3) (1

cement : 3 coarse sand finished with flush pointing in colour / white

27 Providing and laying white glazed tiles 6mm thick in skrting risers of steps 127.00 SMT 1116.32

and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and

jointed with white cement slurry

28 Providing and laying granite for entrance steps,water counter etc. flooring 15.50 SMT 4455.06

over 20 mm. (average) base of cement mortar 1:6 (1 cement : 6 coarse

sand) or L.M. 1:1.5 and jointed with grey cement slurry including rubbing

and polishing complete.

29 Providing & fixing china mosaic tiles flooring as water proofing treatment 35.00 SMT 771.98

including (a ) Applying cement slurry of cement admixed with water

proofing compound after cleaning the surface properly. (b) Cracks in slab

shall be open in ' V ' groove & all loose materials shall be removed & crack

filling shall be done with special & approved type of expanding crack fillet

material . ( c ) Depressions in slab if any be filled up with C.C.(1:2:4 )

I.P.S.flooring. ( d ) P / L 20 mm thick plaster layer in C.M. ( 1:4 ) with cement

admixed with water proofing compound including rounding of junction of

walls and slab by making cement vata. ( e ) Finishing the surface with

china mosaic tiles (pieces ) flooring incl.fixing the same in cement mortar

(1:2) setting with ready made tile adhesive as recommended by

manufacturer’s including fillings of joints mixed with pigmented white

cement slurry of matching shade & finally finishing the surface with trowel

with white cement slurry etc., complete ( f ) After finishing, the whole

terrace shall be flooded with water to check the performence of work.

I. No. Description Qty. Unit Rate Amount

30 Providing & fixing Wording "UGVCL" & UGVCL LED logo consisting & using 1.00 No 47000.00

3mm acrylic sheet letters as per design, letter back side of 3mm ACP sheet,

Sunsign LED module with 10 years' warranty), waterproff power supply

module with 03 years' guarantee, 1mm ISI company cable wiring. The

support frame structure made out of 1x1 MS pipe (12KG) & 2.5x2.5 MS Pipe

(25Kg) with anchor fastners wherever required & directed.

For UGVCL 42" height letters logo & (V) of 88" height - 3 inch acrylic emboss

letter - total - 256"

31 Steel work welded in built up sections,framed work including cutting, 14.50 Quintle 9018.30

histing, fixing in position and applying a priming coat of red lead paint :-(A)

In beams and joints channels angles, tees, flats with connecting cleats as in

main and cross beems, hip and jack reffers, purlins connected to common

raffers and the like.

32 Providing and fixing in position S.S. hand rail in main stair case, landing 42.00 RMT 2625.00

,balconies etc. inHorizontal 2"(50mm) dia S.S. pipe & Four horizontal 3/4"(

20 mm) S.S. pipesize S.S.Resting by Round bars 1.5" dia of clear height

90cms placed at 3feet c/c including making necessary hold fast fixture

taircase concrete for resting the S.S 304 grade . vertical posts with holding

etc. as per approved design and as required for the work including

bending hand rail pipe to proper shape in curves with specials etc. complete

. Railing height is 0.9M.

33 Providing and fixing pre-cast Rubber Dye inter locking concrete block 60mm 85.00 Each 693.80

thick with grade of concrete M200 pnumatic compressed by mechanically

pressed and as per approved design including 75mm Sand layer for

levelling and filling the joint with sand in proper line and level etc complete.

34 Providing and fixing pre-cast concrete kerb stone of gray cement based 30.00 RMT 185.61

concrete block 30cm length,30cm height and 7.5cm 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

35 P/F powder quoted GI sheet of Jindal or equivalent make having width of 105.00 SMT 600.00

1050mm ( effective 1000mm) of 0.6mm thick of required clour blue/or

white with instakllation as per directied by EIC complete etc . The rates are

excluding cost of Purlins , Rafters and trusses etc.

36 Providing & Fixing white / coloured porcelain flat back wall type URINAL 4.00 Each 2508.00

PAN of CERA make having size 590 * 375 *390 mm of approved quality &

make including waste coupling bends & necessary outlet of 25mm.dia. G.I.

Pipe connections including providing brass stop cock (pillar cock type), PVC

connection,spreader & spreader pipes,brackets etc., completed as directed

37 Providing & fixing CERA make wash basin with single hole for pillar tap with 5.00 Each 1640.68

C.I. or M.S. brackets painted white including cutting holes & making good

the same but excluding fittings. Vitreous China Flat back of size 550mm. X

400mm. Colour as directed by EIC.

38 Providing and fixing pillar tap, capstan head, screw down high pressure with 5.00 Nos. 305.67

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

39 Providing and fixing screw down bib taps of following size.(B) Brass 8.00 Nos. 184.98

chromium plated screws down Bib Tap. (i) 15mm dia.

40 Providing & fixing C.P. brass waste for wash basin or sink (B) 40mm. Dia. 5.00 Each 88.94

41 Providing and fixing brass screw down stop tap.(A) 15mm dia. 8.00 Nos. 203.79

I. No. Description Qty. Unit Rate Amount

42 Providing & fixing 600mm x 450mm bevelled edge mirror of superior glas 6.00 Nos. 850.90

mounted on 6mm thick AC sheet or plywood sheet and fixing to wooden

plug with CP brass screws and washers.

43 Providing & laying POLISHED KOTAH STONE slab 25mm. Thick in risers of 3.10 SMT 1172.91

steps dado and pillars laid on 10mm. thick cement mortar 1:3 ( 1 cement :

coarse sand) and jointed with gray cement slurry including rubbing &

polishing etc.. Complete.

44 Providing & fixing PVC SWR Nahani trap IS 14735 for drain - 100 mm 11.00 Nos. 608.11

diameter with jali of the following nominal diameter of self cleansing design

with C.I. screw down or hinged grating including cost of cutting & making

good the walls and floor

45 Providing & Fixing PVC Gully trap with C.I. grating brick masonary chamber 6.00 Nos. 1466.77

& water tight C.I. cover with frame of 300mm X 300mm.size inside with

standard weight. (i) Square mouth trap (B)

160mm. X 110mm. size P or R type.

46 Providing and fixing to wall ceiling and floor 10.0 kg./cm2 working pressure 40.00 RMT 147.82

polythylene pipes of the following outside dia. special density, complete

with special flange compression type fittings, wall clips etc. including

making good the wall ceiling and floor. (D) 40 mm. dia. PVC pipe.

47 Providing and fixing to wall ceiling and floor 10.0 kg./cm2 working pressure 40.00 RMT 190.12

polythylene pipes of the following outside dia. special density, complete

with special flange compression type fittings, wall clips etc. including

making good the wall ceiling and floor. (E) 50 mm. dia. PVC pipe.

48 Providing and fixing to wall ceiling and floor 10.0 kg./cm2 working pressure 40.00 RMT 277.46

polythylene pipes of the following outside dia. special density, complete

with special flange compression type fittings, wall clips etc. including

making good the wall ceiling and floor. (F) 75 mm. dia. PVC pipe.

49 Providing and fixing to wall ceiling and floor 10.0 kg./cm2 working pressure 55.00 RMT 335.69

polythylene pipes of the following outside dia. special density, complete

with special flange compression type fittings, wall clips etc. including

making good the wall ceiling and floor. (G) 110 mm. dia. PVC pipe.

50 Providing Laying and jointing in true line & level 15 mm dia. U.P.V.C. pipe 45.00 RMT 71.93

(Sch 40) for cold water including fittings as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at every two meter

C/C or shall be concelled as directed including necessary fittings etc and

fixing the same with adhesive solvent including cost of all materials etc

51 Providing Laying and jointing in true line & level 25 mm dia. U.P.V.C. pipe 65.00 RMT 90.93

(Sch 40) for cold water including fittings as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at every two meter

C/C or shall be concelled as directed including necessary fittings etc and

fixing the same with adhesive solvent including cost of all materials etc

52 Providing & Fixing & functioning of PVC ball Valve as approved make as 3.00 Each 265.00

directed by EIC. (a) 15 mm dia. Valve

53 Providing & Fixing & functioning of PVC ball Valve as approved make as 3.00 Each 349.00

directed by EIC (b) 25 mm dia. Valve

54 Providing & Fixing C.P. Brass towel rail complete with C.P. brass brackets 5.00 Each 610.32

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

55 Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size having weight 4.00 Nos. 948.68

not less than 35Kg.

56 Providing & Fixing of ISI approved quality hydraulic Door Closer as directed. 10.00 Each 550.00

I. No. Description Qty. Unit Rate Amount

57 Providing and applying water prroofing treatment on slab after filling the 62.00 SMT 650.00

crack with non shrink polymer levelling the surface by cement mortar in

proportion 1:5 including cleaning the slab by wire brushing and water and

applying (a) oil base bitumen primer (b) 3 mm thick APP modified

bitumenous water proofing membrane with Gas torch and (C) applying two

coats of alluminium paint on finished surface of polymer modified

bitumenous water proofing membrane etc. completed.(Rates are inclusive

of all materials, labour and tools,tackles etc.) The warranty period shall be

for 5 years from actual date of completion of work.

58 Providing & Laying C.C. (1:1.5:3) / M20 or for plain or R.C.C. work for Road 55.00 CMT. 4643.30

pavement, using 12mm. To 20mm. Size black trap machine crushed metal

including necessary centering for all sides as required , mixing the concrete

in mixer machine, ramming with Vibrator, including keeping the joints

between road panels & finishing the Honeycombed surface if any,

immediate finishing of Top layer of road with Trowel & spunch to create

anti skid hard surface with curing etc.. complete as per drawing &

specification, & as directed by E.I.C. with supply of cement by the

contractor.Note: Cement consumption rate diff. added Rs.348.14 for

ordinary concrete to M-200. ( REINFORCEMENT IF ANY WILL BE PAID

59 Compaction and finishing of cement concrete road by trimix process 530.00 SMT. 51.87

providing extra labour charges for the trimix vacum dewatering service

process on cement concrete road surface by using vacum dewatering pump

floater surface vibrator including making groves and rough finish to surface

as per in including levelling the complete.

60 Mazadoor Male ( For miscellaneous civil works as and when required as 20.00 Nos. 505.00

directed by EIC.

61 Carpenter 1st class for Repairing & Refixing of wooden cup boards and 7.00 Each 801.00

other work directed by EIC.

62 Hydraulic Excavator 1 cum bucket capacity @ 60 20.00 Hour 711.86

63 PROVIDING AND FIXING IN POSITION 72 +-3 SPIRAL TURNS IN EACH 9 MTR 202.00 RMT 375.00

OF RECOMMENDED STRETCHED (LAID) LENGTH & 750 MM EFFCTIVE DIA

(AFTER LAYING) HOT DEEP GALVANIZED CROSS SPIRE TYPE RAZOR TAPE

CONCERTINA COIL WIRE USING A CENTRAL CORE WIRE HIGH CARBON

SPRING STEEL (HIGH TENSILE WIRE) MADE UP OF 2.6 MM DIA AS PER IS:

4454, PART-1, GRADE-II HAVING MINIMUM GALVANIZING OF 230 -

GMS PER mm2. AROUND WHICH A TAPE OF RAZOR SHARP BARBS STRIP OF

0.5 MM THICK & 19 MM WIDTH CONFORMING TO IS: 513 DD QUALITY

HAVING MINIMUM GALVANIZING COATING OF 12 MICRONS WITH SERIES

OF BARBS PUNCHED ALONG THE LENGTH AT REGULAR

INTERVAL.(APPROXIMATELY 160 BARBS PER RUNNING METER OF

CONCERTINA COIL IS MACHINE CRIMPED WITH 4 TO 5 NO OF CLIPS PER

EACH SPIRE MADE UP OF STEEL(SS304). INCLUDING FIXING OF

CONCERTINA COIL ON 4 RUNS OF SUPPORT FIXED THROUGH OUT THE

COMPOUND WALL WITH THE HELP OF REQUIRED GI U-NAILS / SPLIT PIN,

SCAFFOLDING ETC; COMPLETED AS PER DETAILD SPECIFICATION & AS

DIRECTED BY ENGINEER IN CHARGE. 4 Nos. of runs of support of RBT will

be paid in seperate item.

I. No. Description Qty. Unit Rate Amount

64 PROVIDING AND FIXING IN POSITION SUPPORT OF RBT (RAZOR BARBED 808.00 RMT 24.00

TAPE) MADE OF 2.6 MM DIA AS PER IS: 4454, PART-1, GRADE-II HAVING

MINIMUM GALVANIZING OF 230-250 GMS PER SQMM. FIXED ON ANGLE

SUPPORT OF COMPOUND WALL WITH THE HELP OF GI U-NAILS / SPLIT PIN

INCLUDING SCAFFOLDING ETC; COMPLETE AS DIRECTED BY ENGINEER IN

65 Painting two coats (including priming coat) on new steel & other metal 47.00 SMT 133.40

surface with enamel paint, brushing interior to give an even shade

including cleaning the surface of all dirt, dust and othr foreign matter.

66 Cutting out cracks (7mm) of roof terrace to V- section , cleaning out, 50.00 Rmt 237.00

wetting , inside grouting with cement and sand slurry 1:3 (1-cement 3-sand

) and over grouting with PU sealant material (upto 10 ton) Add cost of PU

sealant is 196 Rs. Per Rmt

67 Pro. And fixing single layer water proof gypsum board 12.5 mm thick 100.00 SMT 600.94

sections using water proof board of size 1220 mm x 1830 mm x 8.0 mm

suspended by GI suspender channel of size 25 mm x 3 mm with

intermediate channel og size 18 mm x 40 mm x 0.8 mm at 1220 mm center

to center ceiling section of size 40 mm x 35 mm x 0.55 mm at 457 mm c/c

and perimeter channel A of size 20 mm x 27 mm x 30 mm x 0.5 mm at

edges & drops incl.paper tap sand sofit cleat, anchor fastener, scoch bolt

connecting cleat,joining compound top coat on ceiling incl.making

necy.opening for light fitting,diffuser etc. comp. as per detail drawing as

68 Point wiring for light with 2-1.0 sqmm & earthwire of 1.0 sqmm (green) 35.00 Each 351.00

both are of ISI marke approved make PVC insulated multistrand copper

wires, in existing pipe duly erected complete with 6A Modular type

switch/bell push & accessories of approved make and earth continuty of

following type, erected on PVC/Metallic box covered with appropriate front

plate modules erected concealed in wall/ceiling. (Loop point include)(a)

with medium class Rigid PVC pipe and accessories erected flushed on

wall/ceiling complete. Cat. II

69 Do- as per Item No.70, But The length of the off wire up to 10 Mtr.)Notes : 32.00 Each 520.00

Rates applicable per POINT i.e NOs.

70 Providing & fixing Two in One (2+3 Pin Plug Socket) 5Amp. 250 Volt ISI mark 17.00 Each 123.00

plug socket with switch on same switchboard provided for item no.1

including necessary wiring & adequate earthing wire as per specification &

instructions of E.I. C. Laying of Phase wire, (2+3 plug socket) 2-in-1 plug

socket on the board, with the switch)

71 Providing & Fixing of CFL UJALA Bulb: 35W/23W with saddle and mounting 10.00 Nos 75.00

of any standard ISI Mark, as per the instruction of E-I-C.

I. No. Description Qty. Unit Rate Amount

72 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 50.00 Nos 584.00

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

73 Supplying and erecting approved make of tube fitting with One no T-5 tube 14.00 Nos 476.00

24/ 28 W with Electronic ballast with each tube separately THD less than

& built in adaptors, GI / PVC housing & mirror optic reflector, suitable to

work on 120V - 300V, A.C. supply with connector and adapter if required.

[Make of fitting & tube may be differ& fitting shall be providing with tube]

74 Supplying & erecting approved make low noise decorative exhaust fan 7.00 Each 1687.00

having square frame ABS body with inbuilt lowers & square frame.200mm

with 1350 RPM Cat.II

75 Excavation for foundation up to 1.5 M Depth including sorting out and 269.00 CMT 163.19

stacking of useful materials and disposing of the excavated stuff up to

meter lead (B)Dense or Hard soil

76 Filling available excavated earth (excluding Rock) in trenches, plinth, sides of 269.00 CMT 136.11

foundations etc. in layers not exceeding 20 cm. in depth consolidating each

deposited layer by ramming & watering.

77 Providing and laying controlled cement concrete M.250 exposed work with 22.00 CMT 12513.80

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

of reinforcement for R.C.C. work in (B) COLUMNS:(ii) Having cross-sectional

area more than 0.08 Sq.M and upto 0.18 Sq.M

78 Providing and laying controlled cement concrete M.250 exposed work with 3.00 CMT 10163.67

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

of reinforcement for R.C.C. work in (B) COLUMNS : (iii) Having cross-

sectional area more than 0.12Sq.M and upto 0.18 Sq.M

79 Providing TMT bars FE 500D reinforcement of approved make for R.C.C. 10750.00 KG 76.52

works including bendings, binding & placing in position complete (upto floor

80 Brick work using common burnt clay building bricks having crushing 55.00 CMT 3672.26

strength not less than 35 Kg./ sq.cm. in foundation & plinth in cement

mortar 1:6 ( 1 cement : 6Fine sand ) (B) Conventional

81 Brick work using common burnt clay building bricks having crushing 150.50 CMT 3964.48

strength not less than 35 Kg./ sq.cm. in super structure above plinth level

(upto floor two level) in cement mortar 1:6 ( 1 cement : 6 Fine sand )

(B) Conventional

82 Providing and laying controlled cement concrete M.250 exposed work with 25.00 CMT 10717.09

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

of reinforcement for R.C.C. work in (B) BEAM:(ii) Having cross-sectional area

more than 0.05 Sq.M and upto 0.08 Sq.M

I. No. Description Qty. Unit Rate Amount

83 Providing and laying controlled cement concrete M.250 COPPING and 20.90 CMT 4411.03

curing complete excluding the cost of formwork and reinforcement for

reinforced concrete work in © Slabs,landing,shelves,Balconies, Lintels,

Beams, Girders and Cantilever upto floor two level.

84 Providing formwork of ordinary timber planking so as togive a rough finish 65.00 SMT 213.10

including centering shuttering strutting and propping etc. height of

propping and centering below supporting floor to ceiling not exceeding 4 M.

and removal of the same for in situ reinforced concrete and plain concrete

work in. (H) (1) Sides and soffits of Beams Beam Haunchings cantilevers

Girders Bressumers and Lintels not exceeding 1 M. in Depth.

85 Providing and laying controlled cement concrete M.250 and curing 40.00 CMT 4130.25

complete excluding the cost of formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings, Base of columns and Mass

86 Providing formwork of ordinary timber planking so as to give a rough finish 75.00 SMT 188.85

including centering shuttering strutting and proping etc. Height of proping

and centering below supporting floor to ceiling not exceeding 4 M and

removal of the same for in situ reinforced concerete and plain concrete

work in (A) Foundation footing bases of columns etc and Mass concrete.

87 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20mm (average) base 45.00 SMT 1531.53

of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on

existing flooring by adhesive material including dismentaling of existing

flooring and jointed with color cement slurry including finised with flush

pointing & cleaning the

surface etc. complete for light shade

88 Providing & Laying cement concrete M-200 and finishing smooth with 1.65 CMT 7168.09

curing etc. complete including the cost of form work but excluding the cost

of reinforcement for R.C.C. work in (II) slab having more than 10cm & up to

13cm. thickness. Note:Cement & material consumption rate diff. added

Rs.348.14 for ordinary concrete M-200.(1:1.5:3)

89 Providing and fixing window having extruded alluminum colour powder 5.00 SMT 1696.73

coated section frame main outer size for two track 63.5x38.10x1.95mm (of

Jindal Section no4605,@ wt 1.094 Kg/Rmt), horizantal two track member

size 61.85mm x31.75 mm x 1.20mm (of Jindal section no 8687 @ wt of

0.695kg/Rmt), vertical memberof size 61.85mmx31.75mmx1.30mm (of

jindal section no 8758 @ wt of 0.659kg/mt) and for three track

100x44.50x1.95mm horizantal member size 92.0mm x31.75 mm x

1.20mm , vertical memberof size 92.0mm x 31.75mm x 1.30mm and with

sliding shutter of horizantal member size 40mmx18mmx1.29mm (of jindal

section no 8949 @ wt of 0.456kg/Rmt), vertical member of

size40mmx18mmx1.29mm (of jindal section of 8947 @ wt of 0.456kg/mt,

section 8948 @ wt of 0.457kg/mt) with 5mm thick transparent black colour

tinted float glass with powder coated alluminum fittings and fixtures and

transparent silicon sealant glass fixing to frame as per details etc complete.

(For two track window).

I. No. Description Qty. Unit Rate Amount

90 Providing and fixing standared extruded of alluminium section of size 63mm 2.75 SMT 1163.92

x 38.10mm x 1.2mm (Jindal Section :2434, @ Wt. 0.643 Kg/mt) with colour

anodized alluminium frame for ventilation with 5 mm thick frosted glass as

details etc complete for Ventilation

91 Filling in plinth with sand under floors including watering, ramming, 1.75 CMT 424.99

consolidating and dressing etc. complete.

92 Providing & Laying cement concrete M-200 for R.C.C. lintel including 0.70 CMT 10466.35

finishing smooth with curing etc. complete including the cost of form work

but excluding the cost of reinforcement. Note:Cement & material

consumption rate diff. added Rs.348.14 for ordinary concrete M-

93 Half brick masonary in common burnt clay building bricks having crushing 7.00 SMT 623.63

strength not less than 35 Kg./Sq.cm. in cement mortar 1:4 (1cement :4

coarse sand) in super structure above plinth level up to floor two level.

(B) CONVENTIONAL BRICKS

94 Providing & fixing M.S. Grill of required pattern to wooden frames of 45.00 Kg 113.31

windows etc. with M.S. flat at required spacings & frame alround square

and nuts or by screws (A) Plain Grill

95 For pre construction treatment: For 8.00 SMT. 90.72

plinth filling & periphery holes in side plinth to be drilled 300mm C/C each

having depth 1.5 M and for inside plinth the holes are to be treated with

diluted chemical solution, 1.5 Lit. per hole, in the ratio of 1:20. The entire

surface area is to be treated with diluted solution 2.25 M per Rmt. In the

ratio 1:20. The entire surface area is to e treated with diluted solution of

dose 2.5 Litres per Smt. over and above as a plinth surface treatment.

96 Labour charges for making moulding edge to granite incl. all tools,tackles 3.00 RMT 85.00

etc. complete as directed.

97 Labour charges for Moulding edge to Kota stone etc complete. 48.00 RMT 51.00

98 Providing & Fixing EUROPEON TYPE W.C. commode of CERA make OR 5.00 Each 3502.39

Equivalent including necessary `P' or `S' trap, bends & having plastic `ARAM'

seat with cover fixing with screws with fixtures & connection for flush cock

etc., complete including C.I. Pipe connection up to manhole chamber for

G.F. & up to outside wall for other floors with bends etc., complete in

working condition as directed by E.I.C.(with PVC flush Tank) Providing &

fixing plastic seat cover for wash down water closet with C.P brass hinges

and rubber buffers.(B) Black plastic seat and coverProviding and fixing

litres low level flushing cistren with a pair of C.L.I. Or Mild Brakets,

complete with fittings such as symphonic arrangements, 15 mm. nominal

size brass ball valve with plythene float lever, G.I.chain (60 cm.) and pull

union and couplings for connections with inlet, outlet and over flow, pipes

etc. including cutting holes in walls and making good the same (over flow

pipe to be measured and paid for seperately) including Jet spray hea, the

whole terrace shall be flooded with water to check

99 Providing & Fixing ready made P.V.C. water tight storage tank made from 2000.00 Litre 3.91

linear low density polyethylene & low density polyethylene LDPF product

confirming to I.S: 10146‑1982 with cover including providing & fixing one

20mm.dia. float valve ball‑cock ,one 20mm.dia. G.I. Waste pipe with plug

one 25mm.dia.G.I.Over flow pipe of length up to 0.30Mt. including making

all connection for inlet/outlet supply with necessary fittings for outlet/ inlet

etc., complete as directed by E.I.C. (A) 1000 Liter capacity

100 Providing cement vata (10cm X 10cm. Size) quarter round in cement mortar 14.00 RMT 24.04

1:1 including neat cement finishing, watering etc.. Complete.

I. No. Description Qty. Unit Rate Amount

101 Providing & laying External wiring (concealed 1 ph wiring Upto 2 KW 50.00 Rmt 101.00

Loading) from main switch /intermediate joint (wire) to Room by using

standard PVC pipe with separate ,mains/neutral complete as directed by

102 Filling in foundation and plinth with murrum or selected soil in layers of 1300.00 CMT 271.15

20cm. thickness including watering, ramming and consolidating etc.

103 Providing & Fixing hinged type 40mm. square. M.S. Pipe gate as per 12.00 SMT 2394.00

drawing & design incl.erection of gate with necessary hinges supported to

vertical girders, locking arrangement by providing & fixing aldrop on both

sides, with 3 coats of oil painting of approved shade & make with one

coat of red oxide primer etc., complete as directed by E.I.C. (COST

DOES NOT INCLUDE THE COST OF COLUMNS, STEEL/JOISTS, CONCRETE,

A ESTIMATED COST - RS =

B Bidder’s Offer (+ / -) in % ------------- [B]

C Grand Total C = A +/- (A*B)]

C Grand Total C = A +/- (A*B)]

D Add 1% Welfare cess on C

E Total including Welfare Cess ----- D = C + D -------------------------------

F Goods & Service Tax F = E x GST% i.e. 18%as applicable on the date of tender in amount Rs.

G Grand Total including Welfare Cess & GST ---- G = E + F ----------

G Grand Total including Welfare Cess & GST ---- G = E + F ----------

Final Offer (in Rs.)

Final Offer (Rs. In Words)

We have read and clearly understood the terms, conditions, Schedule ‘B’ and Technical specifications put up

by UGVCL on WEB site.

I/We hereby accept all the conditions and specifications of this tender document, and accordingly,

I/We am/are willing to carry out the work at quated rate as above.

SIGNATURE OF CONTRACTOR Chief Engineer (Operation)

(With rubber stamp/seal of the company) UGVCL R.O. MEHSANA