Building Work

Providing lift, Designated Parking facility and signages for person with Disability in Civil Court

Building, Vansda, Ta. Vansda, Dist. Navsari

BILL OF QUANTITIES

Memorandum showing items of works to be carried out

Item Description of Item (with brief specification and

Quantity Unit figures (Rs.) Amount

No reference to book of specifications)

1 Providing and fixing coloured self adhesive PU-Tactile 9.00 Sqmt 2579.54

tile, ground surface indicators of Polyurethane) of size

300mm x 300mm for guiding/warning to the visually

visitors in the centre/side of the pedestrian/approach

pathway as per specification and guidelines complete

in all respect to the entire satisfaction of in charge.

2 Providing and fixing acrylic multilingual Braille 13.00 No 1524.60

(raised dots) DIRECTIONAL SIGNBOARDS of size 225 x

150mm designed as per accessibility standards and

having 3.5mm thick acrylic base plate with Upper Case

San Serif words made of white acrylic non glare cut

out letters of height 15mm raised not less than 0.8mm

above base plate and the equivalent word written in

Hindi with Devanagari non glare acrylic letters of

height 15mm raised not less than 0.8mm above base

plate and having a non-glare acrylic cut arrow

pointing in the required direction. Each signboard to

be fixed as per manufacturers specifications on the

wall at the approved location and at a height of

1200mm from FFL complete as per design /

specifications and guidelines as per the entire

satisfaction of the Engineer-in-charge

3 P& F BRAILE INDICATOR OF SIZE 170 MM X 35MM 36.00 Rmt 1051.41

FOR HANDRAILS OF THE APPROVED DESIGN AND

MAKE HAVE BRAILE DOTS RAISED 0.5 MM ABOVE

BASE PLATE TO BE INSTALLED AT SPECIFIC

LOCATIONS AS PER DIRECTION OF ENGINEER IN

4 Providing and fixing of conspectus tape 50mm width 66.00 Rmt 551.46

on of treads in staircase including cutting pasting etc.

As per harmonised guidelines complete in all respect

to the entire satisfaction of engineer in charge.

5 Supply, Installing, Testing & Commissioning of Manual 3.00 No 9832.35

Call Point, & Control Panel Including Ele. Wire etc.

6 Design, supply & installation of Safety Signage made of 3.97 Sqmt 5252.00

zinc sulphide based glow in the dark rigid sheet with

high luminous property enclosed in a transparent

weather proof U/V stabilized plastic pasted on 3mm

thick clear acrylic sheet such as PARKING, H.TOILET,

EXIT, EMERGENCY EXIT,FLOOR MARKINGS,

STAIRCASE EXIT,RING BELL or any other Word etc.

7 Providing and Fixing Size: L 75mm x W 75mm x H 2.00 No 685.29

1200 ; 15 mm thick U shape corner Rubber Reflective

Guards with yellow reflective Patti fixing on

RCC/brick surface Including all fitting and material

charges & it shall be Chemical Resistant, Fade Proof,

Frost - Heat & Weather Proof, High Flexural Strength,

Highly Durable, Stain Resistance as per detailed

drawing etc. complete as directed by Architect or

Engineer in charge.

8 Providing and Fixing 15 mm thick 300 mm x 300 mm 6.00 Sqm 1321.08

Tactile Warning Tiles including Dismantaling existing

flooring (Attention Tiles i.e. Tactile Warning Surface

Indicator {TWSI}) of Johnsan Endura Tac Button

Yellow Plus or equvqlent make in flooring laid on

mm thick cement mortar 1:6 (1 cement : 6 coarse

sand) on new surface and jointed with cement slurry

including finished with flush pointing & cleaning the

surface for all floors as per detailed drawing etc.

complete as directed by Architect or Engineer in

charge. Thse tiles shall be Anti Skid, Chemical

Resistant, Fade Proof, Frost - Heat & Weather Proof,

High Flexural Strength, Highly Durable, Stain

Resistance . All Tactile Warning Tiles meet the specific

size and dimension standards as required by ISO/FDIS

9 Providing and Fixing a set of wall mounted 38 mm dia 2.00 No 2323.00

U shaped horizontal stainless steel collapsible grab

bar , 38mm vertical stainless steel fixed grab rail of

grade SS 304 from round pipe supported and 75 mm

dia 8 mm thick SS 304 base flange on wall including

anchor fasteners, nuts, accessories as per detailed

drawing etc. complete as directed by Architect or

Engineer in charge.

10 Excavation for foundation upto 1.5 m depth including 22.12 Cum 117.08

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter

lead.(A) Loose or soft soil

11 Providing and laying cement concrete 1:3:6 (1-Cement 9.62 Cum 3754.68

: 3- coarse sand : 6- machine cut stone aggregates

mm nominal size) and curing complete excluding cost

of formwork in (A) Foundation and Plinth

12 Providing and laying cement concrete work 1:2:4 (1- 1.32 cum 3891.74

Cement : 2- Coarse sand : 4- graded stone aggregates

20 mm nominal size) and curing complete excluding

cost of formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings, Base or

columns and Mass concrete

13 Steel work, welded in built up sections framed work 270.00 kg 90.48

including cutting, hoisting, fixing in position and

applying a priming coat of read lead paint & two coat

oil 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

conneted to common rafters and the like..

14 Providing and fixing of Ridge flashing for roof panel 10.00 sqmt 858.67

shall be made out of 0.5 mm thick pre coated GI sheet .

The Precoated sheet shall be of minimum 240 mpa

steel grade confirming to IS 14246:1995 and shall

have zinc coating of minimum 120 gsm as per

IS:277:1992 , 5-7 microns epoxy primer on both side

of the sheet and polyester top coat 15-18 micron. The

PPGI Sheet shall have plastic protective guard film of

minimum 25 microns to avoid scratches during

transportation. The ridge shall be fixed to the steel

members by pop rivet or self drilling/self stitching

fastners @ maximum 450 mm c/c along length of

capping/flashing etc complete .

15 Providing and fixing pre-cast Rubber Dye / steel Dye 9.00 Sqm 686.90

inter locking concrete block 60mm thick with grade of

concrete M30 pnumatic compressed / vibrated

mechanically and as per approved design Confirming

to IS 15658 : 2006 including 35 mm Sand layer for

levelling and filling the joint with sand in proper line

and level as per guidlines of IRC : SP 63-2018 etc.

16 Demolition of Brick work and stone masonry including 6.31 Cum 550.40

stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift.(ii) In

17 Dismentling doors, windows, ventilators etc. (wood or 9.00 No 187.71

steel) shutters including chowkhats architraves,

holdfasts and other attachment etc. complete and

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

3 Sq.M. in area.

18 Excavation for foundation for depth from 1.5 m to 3.0 2.45 Cum 162.29

m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

All lead.(B) Dense or Hard soil

19 Filling available excavated earth (excluding rock) in 8.00 Cum 130.39

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

exceeding 20 cm. in depth consolidating each

disposited layer by ramming and watering.

20 Filling in foundation and plinth with murrum or 9.84 Cum 289.06

selected soil in layers of 20cm. Thickness including

watering, ramming and consolidating etc. complete.

21 Filling in plinth with sand under floors including 55.53 Cum 460.19

watering ramming, consolidating and dressing

22 Providing and laying cement concrete1:1:2 (1 cement : 6.15 Cum 4449.92

1 coarse sand : 2 graded stone aggregates 20 mm

nominal size) and curing complete including cost of

form work but excluding cost of reinforcement for

reinforced cement concrete work in Foundation,

footing, base of column & mass concrete.

23 Providing and laying cement concrete1:1.5:3 (1 14.02 Cum 5978.73

cement : 1.5 coarse sand : 3 graded stone aggregates

20 mm nominal size) and curing complete including

cost of form work but excluding cost of reinforcement

for reinforced cement concrete work in Slabs, landing,

shelves, Balconies, Lintels, Beams, Girders and

Cantilever upto floor two level, For Beam. All Floor

24 Providing and laying cement concrete 1:1.5:3 (1 8.01 Cum 6457.70

cement : 1.5 coarse sand : 3 graded stone aggregates

20 mm nominal size) and curing complete including

cost of form work but excluding cost of reinforcement

for reinforced cement concrete work in Slabs, landing,

shelves, Balconies, Lintels, Beams, Girders and

Cantilever upto floor two level, For Slab All floor

25 Providing and laying cement concrete work 1:1.5:3 (1- 18.18 Cum 6852.62

Cement : 1.5- Coarse sand : 3- graded stone

aggregates 20 mm nominal size) and curing complete

including cost of formwork but excluding

reinforcement for reinforced concrete work in (B) for

RCC Wall up to 3rd Floor

26 Providing IS Mark TMT FE 500D bar reinforcement for 5391.66 Kg 77.21

RCC work including bending & placing in position

complete up to All floor Level

27 Brick work using common burnt clay building bricks 0.97 Cum 4021.02

having crushing strength not less than 35kg./Sq.Cm.in

foundation and plinth in Cement Mortar 1:6 (1-

Cement:6-finesand )(B) Conventional

28 Brick work using common burnt clay conventional 29.50 Cum 4336.18

building bricks having crushing strength not less than

35 Kg/sqcm. in Super structure in cement mortar 1:6

( 1 cement : 6 fine sand ) including curing etc.

complete.All floor

29 Providing 15mm thick cement plaster in single coat on 165.59 Sqm 206.89

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

interior plastering upto floor two level and finished

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

4 sand) including finishing with a floating coat of neat

cement slurry. all floor

30 Providing 10mm thick cement plaster in single coat on 115.89 Sqm 198.55

brick/concrete walls for interior plastering uptofloor

two level and finished even and smooth in (ii) Cement

mortar 1:4 (1-cement :4-sand)Finishing with a floating

coat of neat cement slurry etc comp. All floor

31 20 mm Thick sand faced cement plaster on walls upto 162.54 Sqm 330.88

height 10 meters above ground level consisting of

mm 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 :

sand) etc. complete.

32 Providing and fixing FRP frame size 100x50mm and 11.97 Sqm 2377.76

28mm thick FRP double shutter with wood grain

raised panneled design finish double shutter having

extra reinforcement on sides & edges in Gel coat finish.

The core of the shutter & frame is to be filed up with

injected polyurethene foam done in situ along with

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 fastener sleeve & alluminium

fixtures & fastenings.for double Shutter door

33 Providing and laying polished kota stone slab 25mm 54.95 Sqm 1062.62

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

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

sand) and jointed with gray cement slury mixed with

pigment to match the shade of slab including rubbing

and polishing etc. complete

34 P & L anti skid coloured ceramic tiles 30 x 30 cm size 6 14.28 Sqm 970.07

mm thick in flooring treads of steps and landing laid

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

cement:3-coarse sand)finishing with flush pointing in

35 Providing and laying coloured glazed tiles of the size 30.03 Sqm 1441.22

300mm x 200mm x 8mm of Asian, Swastik, Kajaria or

any equivalent brand and quality as per directed by

engineer-in-charge in skirting, risers of steps and dedo

on 10mm thick cement plaster 1:3 (1 cement :

coarse sand) & jointed with white cement slurry.

36 Providing and fixing wash basin with single hole for 3.00 No 1927.08

pillar tap with C.I. or M.S. brackets painted white

including cutting holes and making good the same

including pillar tap CP brass waste, stop cock etc.

necessary fitting (ii) Flat back wash basin 500mm x

37 Providing and fixing machine cut mirror polished 9.60 Sqm 2568.43

15mm-18mm thick Black Granite cladding laid over

12mm thick base of cement mortar 1:3 on sill, jambs

and top in full width of wall and rounded moulding of

expose All edge as directed etc. comp.

38 Providing and fixing screw down bib taps of following 6.00 No 186.83

size (B) Brass chromium plated screws down Bib Tap

39 Providing laying and jointing in true line and level 30.00 Rmt 91.84

25mm dia. U.P.V.C. Pipe (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 metre C/C or shall be concelled as

directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

40 Providing laying and jointing in true line and level 15.00 Rmt 72.65

15mm dia. U.P.V.C. Pipe ( 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 metre C/C or shall be concelled as

directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

41 Providing, laying and jointing in true line and level 75 15.00 Rmt 289.87

mm dia. UPVC SWR (Type B) pipe conforming to IS

13592-1992 with one end plain and other end

socketed with rubbering and fitting 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 at every 2000 mm c/c or shall be conceled

in walss as directed including necessary fittings such

as bends, shoes etc. including testing of pipes and

joints and jointed with adhesive solvent cement

including cost of all materials.

42 Providing and fixing PVC SWR Nahni trap IS 14735 for 6.00 No 558.36

drain - 75 mm diameter with jali of the following

nominal diameter of self cleansing design with C.I

scread down or hinged grating including the cost of

cutting and making good the walls.

43 Applying two coats of acrylic lapy (putty) & two coats 282.00 Sqm 40.59

of primer of approved brand and manufacture on new

wall & Celling surface to give an even shade including

thoroughly brushing the surface free from mortar

dropping and other foreign matter and sand papered

smooth. for all floors as directed by Architect.

44 Wall painting (two coats) with plastic emulsion paint 166.00 Sqm 79.07

of approved brand and manufacture on undecorated

wall surface to give an even shade including throughly

brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth.

45 Painting (two coats) with plastic emulsion paint of 116.00 Sqm 84.49

approved brand and manufacture or any equivalent

brand and quality as approved by engineer on

undecorated ceiling and sloping roofs to give an even

shade including throughly brushing the surface free

from mortar droppings and other foreign matter and

sand papered smooth.

46 Finishing wall with weather proof exterior emulsion 163.00 Sqm 114.53

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

47 Supplying, Erecting, Testing & Commissioning the 1.00 Nos. 1235286.56

passenger / stretcher lift having following main

features: [1] GEAR LESS LIFT DRIVE comprising of

High Starting torque Lift duty 3 phase 440 V A. C.

Permanent magnetic synchronous motor of proper

rating with high efficiency shall be used.

[2] Micro processor based / PLC, ACVVF, 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 anti skid PVC with choice of colour

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.

304 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 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.

[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 criss /

crossing light beams shall be provided.

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

accordingly of passenger capacity.

[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 with automatic sleep timer shall be provided.

[12] Voice annunciater 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, 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 other steel structure works,

foundations for the machine etc…

[16] In the hoist way fascia plate shall be provided without

any extra cost, where ever required as / if directed by

engineer in charge.

[17] Permanent wiring in 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. Power

supply of 3 phase 440 V shall be made available by

department in lift machine room.

[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 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

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

[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. (B) SPECIAL FEATURES DESCRIPTION OF

LIFTS for PREMIUM category 1. Advanced control system

dual 64 bit embedded microprocessor with CANBUS Serial

Communication mode including Regenerative power

efficient operation,on site programming facility, Anti

nuisance, Pte-opening, BMS/RMS with necessary online real

time monitoring system having necessary connectivity for

remote monitoring & other suitable supporting hardware &

software devices to fulfil the purpose. 2. Floor Indication

LCD Display with call registration & brail mark with arrival

gong and hall lantern & TFT Screen in the car with MP3

Voice Announcer.

3. CAR Panel should be Scratch resistive SS Moonrock finish

/ Hair Line / Honeycomb for car and all Doors, All landing

doors must have fire rating up to 2 hours and car door must

have multi-level crisscross beam door protection.

4. To & fro communication system & wiring (i.e. car , control

room & guard room ) and Each elevator are equipped with

remote monitoring system.agency has to provide mobile

app and user id and password for monitoring. 6 Passengers,

Ground plus 2 upper floors with Rated Speed of 1.0 m/sec.

(C) With General PLUS ADDITIONAL SPECIAL FEATURES

attached herewith. Prem. Cat. (Make- Otis,Mitsubishi,

Thyssenkrupp,Schindler,Johnson)

48 Providing and erecting XLPE (IS:7098)(I)-88 ISI 52.00 Mtr. 151.50

armoured cable multistrand Aluminium conductor for

1.1 KV. to be laid on wall with necessary clamps or in

existing trench / pipe of following size of cables (A)

49 Providing and, fixing heavy duty flange type brass 2.00 Nos. 47.47

cable gland with rubber ring for PVC insulated

armoured cable complete with out going tails,

insulating tape etc for following size of cables. (D) 2 to

4 core 16 Sq. mm

50 Solder less crimping type Aluminium lugs conforming 8.00 Nos. 15.15

to IS suitable for cable of following size evenly

crimped with high pressure tool & connected to

switchgear terminals with brass/cadmium plated nut

bolts in an approved manner. (C) 16/25 Sq.mm.

51 Providing & erecting 415 V MCB Four Pole for Motor 2.00 Nos. 737.30

& Inductive Load (C Curve) having 10KA breaking

capacity & confirms to IS :8828 in existing box having

following capacity (c)63 Amp. Cat.III

52 Providing and erecting Approved make RCCBs 1.00 Nos. 3040.10

conforming to IS: 12640 and having sensitivity of

mA and Short Circuit withstand capacity of 10 KA and

suitable for operation on 3 phase and neutral

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

tripping with all advance feature & do not incorporate

any electronic component for following Max. rating

erected as directed. (iii) 63 Amps. FP Cat.III

53 Providing and erecting Sheet Steel powder coated 1.00 Nos. 629.23

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 & 3 without

MCB to house appropriate nos. of MCBs.(The DBs

should be used of same company of MCB to be used)

suitable for (A) single phase incoming and horizontal

single phase outgoing (b) sheet steel double door (IP-

54 Providing and erecting Sheet Steel powder coated 1.00 Nos. 1152.41

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 & 3 without

MCB to house appropriate nos. of MCBs.(The DBs

should be used of same company of MCB to be used)

suitable for (A) single phase incoming and horizontal

single phase outgoing (b) sheet steel double door (IP-

55 Supplying & erecting earth pit of minimum bore 1.00 Nos. 4591.46

dia.150mm size approved make Earthing Electrode

consisting Pipe-in-Pipe Technology as per IS 3043-

1987 made of corrosion free hot dipped G.I.Pipes

having Outer pipe dia of 50mm having 80-200 Micron

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

Micron galvanising, connection terminal dia of 12mm

with constant ohmic value surrounded by highly

conductive compound with high charge dissipation

suitable for following type of applications with

chamber and heavy duty cover. (A)(approved make

OEM has to submit test certificate including value of

earth resistance of installation duly stamped and

signed by agency and officer Incharge has to ensure

the value of earthing resistane mentioned in test

Certificate) & having back filling compound of (B)

Inner chemical (CCM Compound)- Resistivity:-

ohm / meter testing as per IEC 62561-2017, Voltage

drop:- < 1 volt at no load & dry form, Sulphar content:-

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

should be capable to retain moisture for long time

Necessary test report must be submitted by Agency.

(a) For Electrical Installation up to 440V in normal soil

Length of pipe - 1 Mtr

Back filling compound - 1 Nos Bag of 15 Kg.

56 Providing and erecting Annealed bare Copper wire 8 2.00 Kg. 794.87

I/We am/are willing to carry out the work at……...........% above/below percent(Should be written in Tigures and words) of

the estimated rate mentioned above. Amount of my /our tender works out as under.

*Estimated Amount *Estimated Amount

put to Tender Rs. put to Tender Rs.

Deduction …………….. % below………………… Add ………… % above Rs. …………….

1 The Credit Value of Dismentalled Materials of Amount Rs. 2510.00 shall be recovered from the 1st Running

Bill of the Contractor.

2 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.

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

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

5 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 i.e. 6176/- per mt. mentioned in all the tender.

Signature of contractor

Deputy Executive Engineer Executive Engineer

Chikhli (R&B) Sub-Division Navsari ( R & B ) Division

Chikhli Navsari