(Package) (1) Renovation and Repairing work of Emergency Exit, Fire Alarm, Signages and Map and Other Miscellaneous works of I.T.I. Khanpur (2) Providing and Installation of Fire Safety Equipments at Khanpur Government I.T.I. building at Lunawada Dist. Mahisagar

No. Figure Amount

1 Dismentaling tiled of stone floors laid in mortar including stacking of 109.30 Sq.m. 49.12

serviceable materials and disposal of unserviceable materials with all

lead and lift.

2 Demolition of brick work and stone masonry including stacking of 2.70 Cum 562.89

serviceable materials and disposal of unserviceable materials with all

lead and lift. (ii) In Cement Mortar.

3 Dismentling steel work including distempering and stacking the materials 751.50 Kg. 3.85

with all lead and lift.

4 Dismantling sanitary fittings like wash basin, W.C. pan Indian and 2.00 No. 414.23

European type, flushing tank etc. including stacking the materials with all

lead and lift.

5 Excavation for foundation upto 1.5m depth including sorting out and 360.00 Cum 157.16

stacking of useful materials and disposing off the excavated stuff upto

Meter lead. (B) Dense or Hard soil

6 Excavation for foundation depth from 1.5m to 3.0m including sorting out 72.00 Cum 287.21

and stacking of useful materials and disposing off the excavated stuff

upto 50 Meter lead. (C) Hard Murrum.

7 Providing and laying cement concrete 1:3:6 (1 Cement : 3 coarse sand : 54.00 Cum 3092.22

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

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

8 Providing and casting in situ Ordinary cement concrete M-200 for R.C.C. 108.00 Cum 4163.68

Raft and cut-off walls including necessary shuttering laying, vibrating,

ramming and curing complete.

9 Providing I.S.I. mark T.M.T. Bar Fe-500D reinforcement for R.C.C. work 7200.00 Kg. 77.29

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

10 Providing & laying weep hole in abutments and returns by using A.C. 360.00 Each 86.73

pipe of 100mm including laying in proper grade and jointing the

completed as per detailed specification.

11 Providing and filling sand in between the top and bottom plugs with good 360.00 Cum 394.19

sand in layers including compacting as directed.

12 Earthwork for embankment including breaking clods, dressing with all 4560.00 Cum 169.28

lead and lift (excluding watering and consolidation) (E) From Borrow area

within 3.0 Km. lead.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

13 Providing and laying integral cement based water proofing treatment 33.20 Sq.m. 695.79

including preparation of surface as required for treatment of roofs,

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

slurry coat of neat cement using 2.75 kg/sqm of cement admixed with

water proofing compound conforming to IS. 2645 and approved by

Engineer-in-charge over the RCC slab including adjoining walls upto

300mm height including cleaning the surface before treatment (b) Laying

brick bats with mortar using broken bricks/brick bats 25mm to 115 mm

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

with water proofing compound conforming to IS: 2645 and approved by

Engineer-in- charge over 20 mm thick layer of cement mortar of mix 1:5

(1 cement : 5 coarse sand) admixed with water proofing compound

conforming to IS: 2645 and approved by Engineer-in-charge to required

slope and treating similarly the adjoining walls upto 300 mm height

including rounding of junctions of walls and slabs.

(c) After two days of proper curing applying a second coat of cement

slurry using 2.75 kg/sqm of cement admixed with water proofing

compound conforming to IS:2645 and approved by Engineer-in-charge.

(d) Finishing the surface with 20 mm thick jointless cement mortar of mix

1:4 (1 cement : 4 coarse sand) admixed with water proofing compound

conforming to IS: 2645 and approved by Engineer-in-charge including

laying glass fibre cloth of approved quality in top layer of plaster and

finally finishing the surface with trowel with neat cement slurry and

making pattern of 300 x 300 mm square 3 mm deep. (e) The whole

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

two weeks for curing and for final test. "All above operations to be done

in order and as directed and specified by the Engineer-in-Charge" :

22.7.1) With average thickness of 120 mm and minimum thickness at

khurra as 65 mm.

14 Providing and laying Ceramic tiles 6mm thick in skirting risers of steps 88.50 Sq.m. 1045.60

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

and jointed with white cement slurry.

15 Providing and laying Ceramic tiles 6mm thick in flooring treads of steps 20.90 Sq.m. 1005.52

and landing laid on a bed of 12mm thick cement mortar 1:3 (1 cement :

coarse sand) finishing with flush pointing in white cement.

16 Providing and fixing M.S. grills of required pattern to frames of windows 51.00 Sq.m. 4792.78

etc. with M.S. flats at required spacings and frame alround having min.

weight of grill 25kg/sq.m, square or round bars with round headed bolts

and nuts or by screws including priming coat of approved quality and two

coats of enamel paint, as directed by engineer in charge (A) Plain Grill

17 Steel work, welded in builtup sections framed work including cutting, 34.20 Sq.m. 4092.85

hoisting, fixing in position and applying a priming coat of approved quality

red lead paint and two coats of enamel paint (A) In beams and joists,

channels angles Tees, flats, with connecting plates or angle cleats as in

main and cross beams. Hip and jack rafters, purlins connected to

common rafters and the like, as directed by engineer in charge.

18 Providing and fixing concealed center point to wall ceiling & floor I.S.I. 15.00 Rmt. 253.82

mark C.P.V.C. (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] 25mm.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

19 Providing and fixing 610mm dia. Barbed Razor Tape Concertina Coil 375.00 Rmt. 258.58

made from hot dip galvanized spring steel high tensile wire (UTS : 145-

160Kg/Cm2, Zncoating- 250-300 g/m2, Diameter - 2.59+/-0.05mm), with

blade of galvanized iron of 0.50 mm thick and width 19mm, with

coverage / openable length of 10mtr/coil, including providing and fixing

with clips, wires, bolt set con M.S. angle posts, with all materials, labour,

tools, tackles etc. as per direction of Engineer In-charge, for work at all

20 Demolition including stacking of serviceable materials and disposal of 30.00 Cum 1082.35

unserviceable materials with all lead and lift. (i) R.C.C. work.

21 Lowering, laying and jointing G.I. pipes with specials of following 100.00 Rmt. 29.58

diameters in proper position, grade and alignment as directed by

Engineer-in-charge including conveyance from stores to site of work,

labour, giving hydraulic testing etc. complete.

22 Providing, laying, testing & commissioning of 'B' class heavy duty G. I.

pipe conforming to IS 1239 including welding, fittings like elbows, tees,

flanges, tapers, nuts, bolts, gaskets etc. and fixing the pipe on the

wall/ceiling with suitable clamp/support frame and painting with two or

more coats of synthetic enamel paint of required shade complete as

required :

1) 25mm 12.00 Meter 599.79

3) 40mm 12.00 Meter 824.57

6) 80mm 100.00 Meter 1353.04

7) 100mm 100.00 Meter 1758.30

8) 150mm 25.00 Meter 2452.11

23 Supplying, fixing, testing and commissioning of Butterfly valve of PN

rating with bronze / gunmetal seat duly ISI marked complete with nuts,

bolts, washers, gaskets conforming to IS 13095 of following sizes as

required :

4) 80 mm dia. 6.00 Set 4908.54

5) 100 mm dia. 6.00 Set 6974.84

6) 150 mm dia 6.00 Set 9401.01

24 Supplying and fixing single headed Internal Hydrant valve with 12.00 No. 6470.15

instantaneous Gun metal / Stainless Steel coupling of 63 mm dia with

cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank

Gun metal / Stainless steel cap and chain as required (2) Single headed

Stainless steel.

25 Providing and supplying C.I. Air valves of approved make & quality of

following class and diameter including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking etc. complete.

26 Supplying and fixing First-aid Hose Reel with M.S. construction spray 18.00 No. 9091.93

painted in post office red, conforming to IS 884 complete with the

following as required. 20 mm nominal internal dia. water hose

thermoplastic (Textile reinforced) type -2 as per IS:12585, 20mm

nominal internal dia. gun metal globe valve & nozzle. Drum and brackets

for fixing the equipments on wall. Connections from riser with 25 mm dia.

stop gun metal valve & M.S. Pipe and socket. (1) 30m

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

27 Supplying & fixing 63 mm dia. gun metal Short Branch Pipe with 20 mm 10.00 No. 1780.99

nominal internal diameter size nozzle conforming to IS 903 suitable for

instantaneous connection to interconnect hose pipe coupling as required

: (1) Stainless Steel (Grade 304)

28 Supplying Installing, testing and commissioning of Hose cabinet made 18.00 No. 4148.81

out of 18 gauge M.S. Sheet with double glass door with lacing

arrangement and painted with two coats of Fire red enamel paint at outer

is of the box and two coats of white enamel paint at inner side of the box

is to accommodated 2 Nos. of Fire hose box size 20" x 24" x 10"

complete including cost of materials, labour, usage charges of

machinery complete as per specifications.

29 Providing, erecting Pressure gauge of required range complete with 4.00 No. 818.09

syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure

gauge shall be installed as directed, with tapping on rising main. (1)

Pressure gauge (100 mm dia.)

30 Supply and installation of Pressure Switches of suitable range for pump 4.00 No. 3766.11

sets with required size piping, globe valves, plugs & bronze check valves

with office in clapper & supplemental air chamber with complete

assembly as per FM requirements.

31 Providing & fixing of fire brigade connection made from SS 304 (suction 1.00 No. 16588.75

collecting head) consisting of 4 Nos. 63 mm dia instantaneous type male

couplings with built-in check valves, drain valve 1 No. 150 mm dia

butterfly valve, 150 mm dia. non return valve with flanged outlet

complete with bolts, nuts and rubber insertions as required and as per

32 Steel work, welded in built up sections framed work including cutting, 8.00 Qtl. 9227.34

hoisting, fixing in position and applying a priming coat of red lead paint.

(D) In trusses and trussed purlins, upto 25 M. span and 15 M. ovarall

33 Supplying, installation, testing and commissioning of Electric driven Main 1.00 Set 356851.48

Fire Pump suitable for automatic operation and consisting of following,

complete in all respects, as required :

(a) Horizontal type, multistage, centrifugal, split casing pump of cast iron

body & bronze impeller with stainless steel shaft, mechanical seal

conforming to IS

(b) Suitable HP Squirrel cage induction motor, TEFC, synchronous

speed 1500 RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC

supply with IP 55 protection for enclosure, horizontal foot mounted type

with Class-'F' insulation, conforming to IS-325.

(c) M.S. fabricated Common base plate, coupling, coupling guard,

foundation bolts etc. as required.

(d) Suitable cement concrete foundation duly plastered with anti vibration

9) 1620 lpm at 56 m Head

minimum 3.5kgf/cm2 pressure at the highest/farthest point.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

34 Supplying, installation, testing and commissioning of diesel engine driven 1.00 Set 638073.36

main fire pump suitable for automatic operation and consisting of

following, complete in all respects, as required : (Diesel Driven Pump)

Horizontal type, multistage, centrifugal pump of cast of iron body and

bronze impeller with stainless steel shaft, mechanical seal conforming to

IS 1520 Suitable HP, 1500 RPM water cooled with radiator, diesel engine

conforming to relevant IS standard complete with auto starting

mechanism, 12 /24 volts electric starting equipment, diesel tank, exhaust

pipe extended upto 10 m outside pump house duly insulated with 50mm

thick glass wool with 1.0 mm thick aluminium sheet cladding, residential

silencer, instruments and protection as per standard specification, stop

solenoid for auto stop in the event of fault with audio indications, painted

with post office red colour etc. as required.

M.S. fabricated, common base plate, coupling, coupling guard,

foundation bolts etc. as required. Suitable cement concrete foundation

duly plastered and with anti vibration pads.

8) 1620 lpm at 70 m Head

a minimum 3.5kgf/cm2 pressure at the highest/farthest point.

35 Supplying, installation, testing and commissioning of electric driven 2.00 Set 136422.22

pressurisation pump suitable for automatic operation and consisting of

following, complete in all respects, as required : (Jockey Pump).

Horizontal type, multistage, centrifugal pump of cast iron body and

bronze impeller with stainless steel shaft, mechanical seal conforming to

Suitable HP squirell cage induction motor TEFC type suitable for

operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of

protection for enclosure, horizontal foot mounted type with Class-'F'

insulation, conforming to IS :

M.S. fabricated Common base plate, coupling, coupling guard,

foundation bolts etc. as required. Suitable cement concrete foundation

duly plastered and with anti vibration pads.

1) 180 lpm at 88 m Head

36 Providing & fixing pressure switch assembly with isolation valve suitable 2.00 No. 2971.93

for working pressure of 10 bar. Cost shall be inclusive of providing any

short pieces, nipples, elbows etc as required.

General specification of pressure switch

Encloser : Painted Mild Steel to IP:33 as per IS:13947 (Part-1) Sensing

Element Phosphor Bronze Bellows

Switching : 1 SPDT Contact System

Switch Rating : 6A Inductive / 10A Resistive 240V AC, 0.2A Inductive

Repeatability / Accuracy : ± 2% FSR

Process Connection 1/4" BSP (F)

Cable Entry : Suitable for 6 to 14 mm dia. cable

37 Providing, installation, testing and commissioning of cast iron double

flange non-return valve of following sizes confirming to IS:

complete with wedge Stainless Steel spindle, gland packing, rubber

gasket, nuts, washers etc.as required :

4) 80mm 1.00 Set 8147.40

5) 100mm 1.00 Set 11710.47

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

38 CONTROL PANELS : 1.00 Set 265560.41

Fabrication, supply, Insallation testing & commissioning of Electrical

control panel of cubical construction, floor mounted type, fabricated out

of 2mm thick CRCA sheet, compartmentalised with hinged lockable

doors, dust and vermin proof, powder coated of approved shade after

tank treatment process, cable alley, interconnection with suitable size

copper conductor cable/solid copper strip, having switchgears and

accessories, mountings and internal wiring, earth terminals, numbering

etc. complete in all respect, suitable for main fire pump, pressurisation

pump & diesel pump set complete as per CPWD specification with

following in coming and Outgoings, suitable for operation on 415V,

phase, 50Hz Ac Supply with enclosure protection class IP 42 as required

250A, 50kA 4 Pole MCCB, Ics=100% Icu rating Digital Voltmeter 0-500V

CTs etc. LED type RYB phase indicating lamps, ON, OFF, trip indicating

lamps. Set of Copper Bus Bar 300A

switches and LED type ON, OFF, trip indicating lamps)

Main Fire Pump

125 A, 50kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta

starter suitable for 60 HP pump with overload protection, current sensing

type single phase preventor complete with all acceessories and internal

auto/manual/OFF operation.

Jockey Pump

63A, 50kA TPN MCCB, Ics=100% Icu, with suitable HP fully automatic

Star/Delta starter with overload protection, current sensing type single

phase preventor complete with all acceessories and internal wiring

auto/manual/OFF operation.

Diesel Engine Control:

& 3 attempts starting device, timers and relays as required, push

buttons, start/stop in manual mode Indicating lamp for high/ Low Lub. Oil

pressure, High Water Temp and Engine on indication Battery charger

DC volt meter and 0-20 A DC Ammeter. All standard relays and

accessories for automatic operation of diesel engine System Controller

Designing, Supply, Installation, Testing and commissioning of system

controller to control operation of main electric fire pump, diesel pump,

Pressurization pump, Terrace pump in sequence as per specification

consisting of relays, timers. Sensors, annunciation window for

39 Providing, installation, testing and commissioning of stainless steel Y-

strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet

with 3 mm dia holes with stainless steel flange.

1) 80mm 3.00 Each 4942.04

2) 100mm 3.00 Each 6970.52

40 Supplying and installing following size of perforated Hot Dipped

Galvanised Iron cable tray (galvanisation thickness not less than

microns) with perforation not more than 17.5%, in convenient sections,

joined with connectors, suspended from the ceiling with G.I. suspenders

including G.I. bolts & nuts, etc. as required.

1) 100 mm width x 50 mm depth x 1.6 mm thickness 30.00 Rmt. 471.19

16) 900 mm width x 75 mm depth x 2.0 mm thickness 30.00 Rmt. 2032.80

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

41 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable

multistrand 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 size of cable.

(A) 3 core 2.5Sq. mm 75.00 Rmt. 230.19

(B) 3 core 4 Sq. mm 30.00 Rmt. 308.00

(F) 3 core 25 Sq. mm 50.00 Rmt. 1332.50

42 Supply and installation of auto glow reflective film stainless steel body 7.00 Each 1810.58

signages for building at placed required by code and competent authority

"CO2 extinguisher" size of plate shall be : 8" x 16".

43 Supply and installation of auto glow reflective film stainless steel body 7.00 Each 1810.58

signages for building at placed required by code and competent authority

"DCP extinguisher" size of plate shall be : 8" x 16".

44 Supply and installation of auto glow reflective film stainless steel body 7.00 Each 920.90

signages for building at placed required by code and competent authority

"Fire Exit" size of plate shall be : 5" x 12".

45 Supply and installation of auto glow reflective film stainless steel body 15.00 Each 769.62

signages for building at placed required by code and competent authority

"Arrow Signages" size of plate shall be : 4" x 12"

46 Supply and installation of auto glow reflective film stainless steel body 15.00 Each 769.62

signages for building at placed required by code and competent authority

"Fire hose reel" size of plate shall be :4" x 12"

47 Supply and installation of auto glow reflective film stainless steel body 15.00 Each 1810.59

signages for building at placed required by code and competent authority

"Exit plan" for each building (A3 size) - with proper frame.

48 Supply and installation of auto glow reflective film stainless steel body 15.00 Each 218.51

signages for building at placed required by code and competent authority

"Assembly points" size of plate shall be : 3' x 2'.

49 Preparing structural design of RCC Under Ground / Partially under 1.00 Each 274574.36

ground / above high ground level Reservoir of required capacity as per

relevant I.S. standards and constructing the same, including excavation

in all types of soil strata (including rock) including shoring strutting if

required, for loose soil / to protect from collapse, casting 100mm thick

P.C.C. levelling course in M-15, Refilling the pit with proper soil and

disposing of the surplus stuff at all lead Including cement plaster in C.M.

1:2 with approved water proofing compound to all over inside container

(i.e. walls, base, top slab/dome bottom etc. all). Including all types of

labour and material charges of lowering, laying, erecting / hosting and

jointing of pipe assembly to inlet, outlet overflow, washout and bye pass

arrangement as per hydraulic design. Providing and fixing accessories,

C.I. Manhole frame and cover, water level indicator, adequate cowl type

ventilators or lantern type ventilator with stainless steel jail. RCC

chambers for valves.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

Providing and applying three coats of cement paint / snowcem to the out

side face of structure. It also includes satisfactory water tightness test as

per relevant I.S. code and painting name of scheme and capacity on the

tank as per direction of engineer in charge.

List of Indian Standards for Design of GSR / SUMP :- The structural

design of GSR shall be in accordance with provisions relevant I.S.

standards. (1) I.S. 3370 part-I & II 2009 or Its latest revision (1.1) I.S.

3370 part III & IV 1965 or Its latest revision (2) I.S. 456 – 2000 or Its

latest revision.

(3) I.S. 1893 – 2000 – 1984 or Its latest revision. (4) I.S. 875, Part – 1 to

3, 1987 or Its latest revision.

General Specifications :-

(1) Water depth in container shall be adopted as per data of tender.

Capacity shall be calculated excluding free board of the reservoir. If

water depth is not specified, the suitable water depth / acceptable to field

engineer in accordance with hydraulic requirement.

(2) Shape of schoanltl abine eard (oinp tpeladn f)o rs pceacpiaficeidty by

in data shall be adopted in absence circular shape shall be adopted.

(3) Size shall be fixed as per availability of space (land area) at site /

acceptable engineer in charge.

(4) Effect of overlapping of pressure bulbs on soil due near by structure

and proposed sump should be considered.

(5) Care shall be taken that no damage should occur to nearby existing

structure. Compensation shall be paid for the same by agency.

(6) The minimum concrete grade for RCC shall be M-30.

(7) HYSD Fe 415 / 500 grade reinforcing bars confirming to I.S. 1786 /

1139 shall be considered in design. CRS / TMT bars shall be provided.

In saline atmosphere corrosion resistance stainless steel / HCR rebar

shall be provided. Any other steel can be used with approval of C.E./ in

situation of non availability in market without extra cost.

(8) Minimum size (or thickness) of various components shall be provided

as per tender criteria / specifications in absence as per I.S./ Std.

practice of G.W.S.S.B. Minimum dimensions specified for various

components in tender data / specifications shall be provided without fail.

(9) The safe bearing capacity (SBC) shall be referred from SBC test

report. In absence of report it shall be referred from data sheet. If poor

soil is found / water table is met with during excavation SBC shall be

scientifically ascertained and design shall be revise. No extra shall be

paid for increase in quantity.

(10) DI pipes and special shall only be used if type is not specified in

(11) The rate shall include cost of dewatering during excavation making

all arrangement when water table meets within depth.

(12) The structure shall be designed properly to resist uplift due to

ground water table specified in data or actual ground water table meets

with during excavation. If GWT / Uplift is mentioned in tender and during

excavation it dose not meet 7.5% rate shall be reduced.

(13) SS pipes railing shall be provided over sump perifery when sump

height is ≥ 1.5 meter above ground level.

(14.a) RCC staircase/RCC Steps should be provided from GL to sump

top slab based on the height of the GSR above/below the ground.

(14.b) RCC Staircase with SS railing to be provided inside reservoir

container. BB Masonry staircabin to be provided to cover the same with

MS safety door having locking arrangement.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

(15) Appearance of structure should be aesthetically good looking

acceptable to authority.

(16) Any change in size, shape, depth below GL, height above GL,

water depth, F.B., size of member etc can be permitted in exceptional

case due to site condition or hydraulic design requirement by C.E. No

extra shall be paid for change.

(17) Any change in data, dimensions, shape, water depth, reduction in

size if permitted by competent authority and if it reduces quantity then

payment shall be reduced prorate.

(18) When capacity of GSR / Sump is > 20 lakh litres two or suitable

compartments acceptable to executive engineer shall be designed and

(19) Agency shall engage qualified (at least graduate) consulting

engineer for designing the structure and he / she shall visit the site for

guidance of work.

(20) 75% part rate shall be payable for concrete, reinforcement and

plastering items of container until satisfactory hydraulic testing for water

tightness is performed as per tender condition. Till the work shall be

treated as incomplete.

Above conditions / general specifications Sr. No. 1 to 20 are part and

parcel of tender (contact) and prevail over other provisions in tender.

Capacity of GSR/Sump

2. Cost of 50000 litres

50 Supply, Installation, Testing and Commissioning of Sounder cum Strobe, 5.00 Each 2161.40

Input Voltage : 24V DC (15- 30V), Current : 100 mA @ 24V, Sound Level

: 80-100 dB @1mtr with candela flash (60 flash/min), Tone Type :

Ambulance, Fire truck, Police Car Sound, Ceiling / Flush Wall Mount.

51 Supply, Installation, Testing and Commissioning of single action 10.00 Each 1512.98

conventional manual call point, It shall have Type A Indoor Use,

resettable by key, ABS plastic Housing, It shall be in RED colour.

52 Supply, installation, testing and commissioning of wall mounted 10.00 Each 707.00

conventional fire alarm hooter, suitable for indoor use. It shall operate on

24 V DC, with a piezo or solid‑state dual‑tone audible output of

minimum 90 dB at 1 m. The housing shall be ABS plastic in red colour,

designed for continuous operation. It shall be compatible with

conventional fire alarm panels, resettable per standard conditions and

comply with relevant IS/EN/BS standards.

Total Rs.

i.e. Rs. Fifty Nine lacs Ninety Eight thousand Four hundred and Fourty paisa only.

I/We am/are willing to carry out the work @ ______________ % above/below percent (Should be written

in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

Net Rs. ___________________________ Total Rs. ___________________

In words ____________________ In words ____________________

1. The Contractor shall exhibit a board with detailed specification and details of work as directed by the

Engineer-In-Charge for which no extra payment shall be made.

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

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

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.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by

me and found order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Lunawada (R & B) Sub Division, Mahisagar (R & B) Division, Mahisagar (R & B) Division,

Lunawada Lunawada Lunawada