CONSTRUCTION OF CLASSROOM & STAFF ROOM ON FIRST FLOOR OF INTERNATIONAL AGRI-BUSINESS MANAGEMENT INSTITUTE AT A.A.U., ANAND.

NAME OF WORK: CONSTRUCTION OF CLASSROOM & STAFF ROOM ON FIRST FLOOR OF

INTERNATIONAL AGRI-BUSINESS MANAGEMENT INSTITUTE AT A.A.U., ANAND.

GENERAL SUMMERY SHEET

SUMMERY COST REMARK

1 Total Civil Cost 15,620,982.68 …(A)

2 Total Plumbing / Drainage Cost 185,712.02 …(B)

3 Total Electrification Cost 586,528.21 …(C)

4 TOTAL PROJECT COST (A) + (B) + (C) Rs. 16,393,223.00 …(D)

(Rupees One Crore Sixty Three Lakhs Ninety Three Thousand Two Hundred Twenty Three only.)

1. Labour will not be allowed to stay in campus except watchman & his family only.

ટ ડર ભરનાર ઠકદાર માટ ખાસ ુ ના ( Special Condition (GST) )

ુ -બીમાં દશાવેલ દર સને-૨૦૨૪-૨૫ના SOR જ

૧. સદર શીડ લ ુ બ GST િસવાયના દરો લા ુ પાડવામાં આવેલ છે .

થી ટ ડર ભરતી વખતે GST િસવાયના દરો ખાસ યાને લેવાના રહશે.

GST ું કુ વ ંુ કરવામાં આવશે અને કો ાકટર GST ભરપાઇ કયા બાદ GSTR-1 અને GSTR-3Bની નકલો

કચેર માં ર ુ કરવાની રહશે અને GST ભરપાઇ કયા ું માણપ લેટર પેડ ઉપર આપવા ું રહશે. સરકાર ીમાં GST

૩. GST નંબર ધરાવતા ન હોય તેવા કો ાકટરને અલગથી GST ંુ કુ વ ંુ કરવામાં આવશે ન હ.

૪. સરકાર ીના ધારાધોરણ જુ બ ર% GST-TDS એજ સીના બીલમાંથી કપાત કરવામાં આવશે.

I / We here by agree to carryout and complete the above mentioned work at _____________________% (In Figure)

_______________________________ percentage (In Words) above / bellow than the rates of items mentioned in

Schedule - B enclosed here with.

Contractor's signature Executive Engineer

Date: Anand Agricultural University,

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 1 of

ANAND AGRICULTURAL UNIVERSITY, ANAND.

NAME OF WORK: CONSTRUCTION OF CLASSROOM & STAFF ROOM ON FIRST FLOOR OF

INTERNATIONAL AGRI-BUSINESS MANAGEMENT INSTITUTE AT A.A.U., ANAND.

It. Total Rate Amount

Description Unit 1% L.C.

No Quantity (Rs.) (Rs.)

1 Demolition of R.C.C. work including stacking of 11.00 Cu.m 1071.63 1082.35

serviceable materials and disposal of unserviceable

materials with all lead and lift etc. compeleted as

directed by EIC.

2 Dismentalling of PCC including stacking of 11.05 Cu.m 616.85 623.02

serviceable material and disposal of unserviceable

material from site of work with all lead and lift etc.

compeleted as directed by EIC.

3 Demolition of Brick Work in cement mortar including 29.55 Cu.m 557.32 562.89

stacking of serviceable materials and disposal of

unserviceable materials with all lead and lift etc.

compeleted as directed by EIC.

4 Dismentalling of terrace (Brick tile covering with 629.65 Sq.m 64.67 65.32

china mosaic water proofing) including stacking of

serviceable materials and disposal of unserviceable

materials with all lead and lift etc. compeleted as

directed by EIC.

5 Removing and scraping of old deteriorated plaster of 132.55 Sq.m 19.69 19.89

any thickness fromm wall / R.C.C member including

stacking of serviceable material and disposal of

unserviceable from site of work with all lead and lift

etc. compeleted as directed by EIC.

6 Dismentalling of Tiles of stone flooring laid in mortar 293.00 Sq.m 48.63 49.12

including stacking of serviceable material and

disposal of unserviceable material from site of work

with all lead and lift etc. compeleted as directed by

7 Dismentling doors, windows, ventilators etc. (wood 10.00 No.s 190.19 192.09

or 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. complete as per detail drawings and

as directed by E.I.C.

8 Dismentling doors, windows, ventilators etc. (wood 2.00 No.s 254.68 257.23

or steel) shutters including chowkhats architraves,

holdfasts and other attachment etc. complete and

stacking them within all lead and lift. (i) Exceeding

Sq.M. in area. complete as per detail drawings and as

directed by E.I.C.

9 Dismentling steel work including distempering and 363.50 Kg. 3.81 3.85

stacking the materials with all lead and lift etc.

compeleted as directed by EIC.

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 1 of

It. Total Rate Amount

Description Unit 1% L.C.

No Quantity (Rs.) (Rs.)

10 EXCAVATION for foundation UP TO 1.50m DEPTH 349.80 Cu.m 121.72 122.94

including sorting out and stacking of useful materials

and disposing of the excavated stuff for all lead and

lift for loose or soft soil etc., complete as directed by

11 EXCAVATION for foundation FROM 1.50m to 3.00m 267.20 Cu.m 134.95 136.30

DEPTH including sorting out and stacking of useful

materials and disposing of the excavated stuff for all

lead and lift for loose or soft soil etc., complete as

directed by E.I.C.

12 Providing and laying CEMENT CONCRETE 1:3:6 (1 40.85 Cu.m 3064.60 3095.25

cement : 3 coarse sand : 6 hand broken stone

aggregates 40mm nominal size) and curing

consolidation with rammers complete excluding cost

of form work in Plinth … etc., complete as directed by

13 Providing & laying CONTROLLED CEMENT 171.00 Cu.m 4536.22 4581.58

CONCRETE M.250 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for FOOTING for any

type of cross sectional area... etc., complete as

directed by E.I.C.

14 Providing & laying CONTROLLED CEMENT 16.10 Cu.m 6830.15 6898.45

CONCRETE M.250 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for COLUMN UPTO

PLINTH for any type of cross sectional area... etc.,

complete as directed by E.I.C.

15 Providing & laying CONTROLLED CEMENT 16.35 Cu.m 6352.41 6415.93

CONCRETE M.250 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for GROUND BEAMS

& PLINTH BEAM for any type of cross sectional

area... etc., complete as directed by E.I.C.

16 Providing & laying CONTROLLED CEMENT 5.15 Cu.m 4571.38 4617.09

CONCRETE M.200 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for PLINTH SLAB for

any thickness... etc., complete as directed by E.I.C.

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 2 of

It. Total Rate Amount

Description Unit 1% L.C.

No Quantity (Rs.) (Rs.)

17 Providing and FILLING AVAILABLE EXCAVATED 617.00 Cu.m 135.56 136.92

EARTH (excluding rock) in trenches of plinth, sides of

foundations… etc., in layers not exceeding 20 cm in

depth consolidating each deposited layer by ramming,

watering and dressing the top surface etc.., complete

as directed by E.I.C.

18 Providing and laying and constructing BRICK WORK 1.30 Cu.m 4172.60 4214.33

using common burnt clay building conventional brick

having crushing strength not less than 35 Kg/Sq.cm.

IN FOUNDATION AND PLINTH in cement mortar 1:6

(1 cement : 6 fine sand) in true line and level

including curing, scaffolding, rackingout the joints...

etc. complete as directed by E.I.C.

19 Providing & laying CONTROLLED CEMENT 29.20 Cu.m 6830.15 6898.45

CONCRETE M.250 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for COLUMNS for any

type of cross sectional area... etc., complete above

plinth level upto floor two level as directed by E.I.C.

20 Providing & laying CONTROLLED CEMENT 42.95 Cu.m 6870.86 6939.57

CONCRETE M.250 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for COLUMNS for any

type of cross sectional area... etc., complete from

floor Two level to Three level as directed by E.I.C.

21 Providing & laying CONTROLLED CEMENT 14.20 Cu.m 6911.57 6980.69

CONCRETE M.250 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for COLUMNS for any

type of cross sectional area... etc., complete from

floor Three level to Four level as directed by E.I.C.

22 Providing & laying CONTROLLED CEMENT 18.50 Cu.m 5966.73 6026.40

CONCRETE M.250 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for BEAM for any type

of cross sectional area... etc., complete above Plinth

level to floor Two level as directed by E.I.C.

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 3 of

It. Total Rate Amount

Description Unit 1% L.C.

No Quantity (Rs.) (Rs.)

23 Providing & laying CONTROLLED CEMENT 115.60 Cu.m 6007.44 6067.51

CONCRETE M.250 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for BEAM for any type

of cross sectional area... etc., complete from floor

Two level to floor Three level as directed by E.I.C.

24 Providing & laying CONTROLLED CEMENT 1.50 Cu.m 6048.15 6108.63

CONCRETE M.250 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for BEAM for any type

of cross sectional area... etc., complete from floor

Three level to floor Four level as directed by E.I.C.

25 Providing & laying CONTROLLED CEMENT 0.40 Cu.m 5153.79 5205.33

CONCRETE M.200 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for SILL with or without

projection for any type of cross sectional area... etc.,

complete above Plinth level to floor Two level as

directed by E.I.C.

26 Providing & laying CONTROLLED CEMENT 2.95 Cu.m 5194.50 5246.45

CONCRETE M.200 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for SILL with or without

projection for any type of cross sectional area... etc.,

complete from floor Two level to floor Three level as

directed by E.I.C.

27 Providing & laying CONTROLLED CEMENT 2.30 Cu.m 5235.21 5287.56

CONCRETE M.200 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for SILL with or without

projection for any type of cross sectional area... etc.,

complete from floor Three level to floor Four level as

directed by E.I.C.

28 Providing & laying CONTROLLED CEMENT 0.40 Cu.m 7681.06 7757.87

CONCRETE M.200 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for LINTEL for any

type of cross sectional area... etc., complete above

Plinth level to floor Two level as directed by E.I.C.

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 4 of

It. Total Rate Amount

Description Unit 1% L.C.

No Quantity (Rs.) (Rs.)

29 Providing & laying CONTROLLED CEMENT 10.50 Cu.m 7721.77 7798.99

CONCRETE M.200 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for LINTEL for any

type of cross sectional area... etc., complete from

floor Two level to floor Three level as directed by

30 Providing & laying CONTROLLED CEMENT 2.40 Cu.m 7762.48 7840.10

CONCRETE M.200 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for LINTEL for any

type of cross sectional area... etc., complete from

floor Three level to floor Four level as directed by

31 Providing & laying CONTROLLED CEMENT 1.60 Cu.m 7156.84 7228.41

CONCRETE M.200 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for CHHAJJA for any

thickness... etc., complete above Plinth level to floor

Two level as directed by E.I.C.

32 Providing & laying CONTROLLED CEMENT 6.70 Cu.m 7197.55 7269.53

CONCRETE M.200 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for CHHAJJA for any

thickness... etc., complete from floor Two level to

floor Three level as directed by E.I.C.

33 Providing & laying CONTROLLED CEMENT 0.85 Cu.m 7238.26 7310.64

CONCRETE M.200 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for CHHAJJA for any

thickness... etc., complete from floor Three level to

floor Four level as directed by E.I.C.

34 Providing & laying CONTROLLED CEMENT 1.40 Cu.m 6360.24 6423.84

CONCRETE M.250 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for SLAB for any

thickness... etc., complete above Plinth level to floor

Two level as directed by E.I.C.

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 5 of

It. Total Rate Amount

Description Unit 1% L.C.

No Quantity (Rs.) (Rs.)

35 Providing & laying CONTROLLED CEMENT 99.05 Cu.m 6400.95 6464.96

CONCRETE M.250 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for SLAB for any

thickness... etc., complete from floor Two level to

floor Three level as directed by E.I.C.

36 Providing & laying CONTROLLED CEMENT 4.65 Cu.m 6441.66 6506.08

CONCRETE M.250 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for SLAB for any

thickness... etc., complete from floor Three level to

floor Four level as directed by E.I.C.

37 Providing & laying CONTROLLED CEMENT 3.60 Cu.m 6399.39 6463.38

CONCRETE M.250 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for STAIRCASE (waist

slab) including landing for any thickness... etc.,

complete above Plinth level to floor Two level as

directed by E.I.C.

38 Providing & laying CONTROLLED CEMENT 3.80 Cu.m 6440.10 6504.50

CONCRETE M.250 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for STAIRCASE (waist

slab) including landing for any thickness... etc.,

complete from floor Two level to floor Three level as

directed by E.I.C.

39 Providing & laying CONTROLLED CEMENT 6.90 Cu.m 7828.60 7906.89

CONCRETE M.250 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for WALLS for any

type of cross sectional area... etc., complete above

Foundation level to floor Two level as directed by

40 Providing & laying CONTROLLED CEMENT 4.10 Cu.m 7869.31 7948.00

CONCRETE M.250 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for WALLS for any

type of cross sectional area... etc., complete from

floor Two level to floor Three level as directed by

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 6 of

It. Total Rate Amount

Description Unit 1% L.C.

No Quantity (Rs.) (Rs.)

41 Providing & laying CONTROLLED CEMENT 4.80 Cu.m 7910.02 7989.12

CONCRETE M.250 including the cost of necessary

formwork, compacting with vibrator, curing &

shuttering in true line and level etc. but excluding cost

of reinforcement in RCC work for WALLS for any

type of cross sectional area... etc., complete from

floor Three level to floor Four level as directed by

42 P/L T.M.T. bar reinforcement 500D (Tata tisco, 23880.15 Kg. 76.52 77.29

kamdhenu, Nilkanth, National, Gallent, NRE, Vinayak,

Germen) for R.C.C. work including cutting bending

binding with binding wire and placing in position From

Foundation level to floor Two level etc complete as

directed by EIC and as per detail drawings.

43 P/L T.M.T. bar reinforcement Fe 500 / 500D (Tata 43709.05 Kg. 77.56 78.34

tisco, kamdhenu, Nilkanth, National, Gallent, NRE,

Vinayak, Germen) for R.C.C. work including cutting

bending binding with binding wire and placing in

position from floor Two level to floor Three level etc

complete as directed by EIC and as per detail

44 P/L T.M.T. bar reinforcement Fe 500 / 500D (Tata 4977.15 Kg. 78.60 79.39

tisco, kamdhenu, Nilkanth, National, Gallent, NRE,

Vinayak, Germen) for R.C.C. work including cutting

bending binding with binding wire and placing in

position from floor Three level to floor Four level etc

complete as directed by EIC and as per detail

45 Providing and lyaing BRICK WORK using common 9.55 Cu.m 4451.53 4496.05

burnt clay building conventional brick having crushing

strength not less than 35 Kg/Sq.cm. above Plinth

level to floor Two level in cement mortar 1:6 (1

cement : 6 fine sand) in true line and level including

curing, scaffolding, rackingout the joints... etc.

complete as directed by E.I.C.

46 Providing and lyaing BRICK WORK using common 112.30 Cu.m 4493.23 4538.16

burnt clay building conventional brick having crushing

strength not less than 35 Kg/Sq.cm. from floor Two

level to floor Three level in cement mortar 1:6 (1

cement : 6 fine sand) in true line and level including

curing, scaffolding, rackingout the joints... etc.

complete as directed by E.I.C.

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 7 of

It. Total Rate Amount

Description Unit 1% L.C.

No Quantity (Rs.) (Rs.)

47 Providing and lyaing BRICK WORK using common 42.45 Cu.m 4534.93 4580.28

burnt clay building conventional brick having crushing

strength not less than 35 Kg/Sq.cm. from floor Three

level to floor Four level in cement mortar 1:6 (1

cement : 6 fine sand) in true line and level including

curing, scaffolding, rackingout the joints... etc.

complete as directed by E.I.C.

48 Providing and lyaing HALF BRICK WORK using 8.85 Sq.m 677.49 684.26

common burnt clay building conventional brick having

crushing strength not less than 35 Kg/Sq.cm. from

Plinth level to floor Two level in cement mortar 1:4 (1

cement : 4 fine sand) in true line and level including

curing, scaffolding, rackingout the joints... etc.

complete as directed by E.I.C.

49 Providing and lyaing HALF BRICK WORK using 11.10 Sq.m 683.73 690.57

common burnt clay building conventional brick having

crushing strength not less than 35 Kg/Sq.cm. from

floor Two level to floor Three level in cement mortar

1:4 (1 cement : 4 fine sand) in true line and level

including curing, scaffolding, rackingout the joints...

etc. complete as directed by E.I.C.

50 Providing and lyaing HALF BRICK WORK using 5.30 Sq.m 689.97 696.87

common burnt clay building conventional brick having

crushing strength not less than 35 Kg/Sq.cm. from

floor Three level to floor Four level in cement mortar

1:4 (1 cement : 4 fine sand) in true line and level

including curing, scaffolding, rackingout the joints...

etc. complete as directed by E.I.C.

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 8 of

It. Total Rate Amount

Description Unit 1% L.C.

No Quantity (Rs.) (Rs.)

51 Providing 20mm thick double coat MALA CEMENT 144.05 Sq.m 313.07 316.20

PLASTER on interior brick / concrete work for

plastering on walls above Plinth level to floor Two

level comparising of base coat of 12mm thick cement

plaster in CM 1:4 (1 cement: 4 coarse sand) in rough

finishing and 8mm thick top coat of CM 1:2 (1

cement: 2 coarse sand) finished with trovel including

scaffolding, curing and providing & fixing 150mm wide

strip of chicken net at vertical and horizontal joints of

RCC and masonary... etc., complete as directed by

52 Providing 20mm thick double coat MALA CEMENT 1317.95 Sq.m 313.07 316.20

PLASTER on interior brick / concrete work for

plastering on walls from floor Two level to floor Three

level comparising of base coat of 12mm thick cement

plaster in CM 1:4 (1 cement: 4 coarse sand) in rough

finishing and 8mm thick top coat of CM 1:2 (1

cement: 2 coarse sand) finished with trovel including

scaffolding, curing and providing & fixing 150mm wide

strip of chicken net at vertical and horizontal joints of

RCC and masonary... etc., complete as directed by

53 Providing 20mm thick double coat MALA CEMENT 148.95 Sq.m 313.07 316.20

PLASTER on interior brick / concrete work for

plastering on walls from floor Three level to floor Four

level comparising of base coat of 12mm thick cement

plaster in CM 1:4 (1 cement: 4 coarse sand) in rough

finishing and 8mm thick top coat of CM 1:2 (1

cement: 2 coarse sand) finished with trovel including

scaffolding, curing and providing & fixing 150mm wide

strip of chicken net at vertical and horizontal joints of

RCC and masonary... etc., complete as directed by

54 INTERNAL PLASTER: 164.85 Sq.m 317.86 321.04

Providing & applying 15mm THICK CEMENT

PLASTER in single coat on fair side of brick or

concrete wall for interior / exterior plastering from

floor Three level to floor Four level finished even and

smooth in CM 1:4 (1 Cement : 4 Sand) including

finishing with floating coat of neat cement slurry

including necessary curing, scaffolding in true line

and level including providing & fixing 150mm wide

strip of chicken net at vertical and horizontal joints of

RCC and masonary... etc., complete as directed by

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 9 of

It. Total Rate Amount

Description Unit 1% L.C.

No Quantity (Rs.) (Rs.)

55 Providing 20mm thick double coat MALA CEMENT 91.05 Sq.m 281.14 283.95

PLASTER on interior brick / concrete work for

plastering on ceiling surfaces above Plinth level to

floor Two level comparising of base coat of 12mm

thick cement plaster in CM 1:4 (1 cement: 4 coarse

sand) in rough finishing and 8mm thick top coat of

CM 1:2 (1 cement: 2 coarse sand) finished with trovel

including scaffolding, curing... etc., complete as

directed by E.I.C.

56 Providing 20mm thick double coat MALA CEMENT 745.40 Sq.m 281.14 283.95

PLASTER on interior brick / concrete work for

plastering on ceiling surfaces from floor Two level to

floor Three level comparising of base coat of 12mm

thick cement plaster in CM 1:4 (1 cement: 4 coarse

sand) in rough finishing and 8mm thick top coat of

CM 1:2 (1 cement: 2 coarse sand) finished with trovel

including scaffolding, curing... etc., complete as

directed by E.I.C.

57 Providing 20mm thick double coat MALA CEMENT 26.90 Sq.m 281.14 283.95

PLASTER on interior brick / concrete work for

plastering on ceiling surfaces from floor Three level to

floor Four level comparising of base coat of 12mm

thick cement plaster in CM 1:4 (1 cement: 4 coarse

sand) in rough finishing and 8mm thick top coat of

CM 1:2 (1 cement: 2 coarse sand) finished with trovel

including scaffolding, curing... etc., complete as

directed by E.I.C.

58 Providing & applying 20mm THICK SAND FACED 1457.35 Sq.m 390.90 394.81

CEMENT PLASTER using wooden Gutki on wall

upto all height from ground level consisting of 12mm

thick backing coat of CM 1:3 (1 cement : 3 sand) and

8mm thick finishing coat of CM 1:1 (1 cement :

sand) including curing, necessary scaffolding in true

line and level including providing & fixing 150mm wide

strip of chicken net at vertical and horizontal joints of

RCC and masonary… etc., complete as directed by

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 10 of

It. Total Rate Amount

Description Unit 1% L.C.

No Quantity (Rs.) (Rs.)

59 Providing and applying BRICK STAMPING on 32.50 Sq.m 1183.60 1195.44

exterior face of the structure as per sample approved

by the architect and/or engineer - in - charge including

cleaning and brushing the surface, providing requisite

base coat and top coat as per the requirement of the

design, cleaning the surface and making good and

finishing with weatherproof coat etc. complete with all

necessary material, labour, tools, tackles, hardware,

accessories, scaffolding etc. all to the satisfaction of

the architect and/or engineer - in - charge. The rate

shall be for a complete item and applying at all

heights, all floors and all levels (a) Luxture

"Decorcem" - Exposed BRick Finish etc., complete as

directed by E.I.C.

60 Providing and laying cement VATA (10cm x 10cm 136.40 Ru.m 24.04 24.28

size) quarter round in cement mortar 1:1 including

neat cement finishing, watering etc.. compete as

directed by E.I.C.

61 Providing THROATING or plaster drip and moulding 463.10 Ru.m 42.62 43.05

to r.c.c. chajja's and plaster works in true line and

level as per detailed drawing and directed by E.I.C.

62 Providing, laying and fixing 8/10mm thick VITRIFIED 591.00 Sq.m 1298.20 1311.18

TILES (605 x 605mm agl make Carolina pink /

Jhonson 600X600 Travio) flooring over 20mm

(average) flooring over 20mm (average) base of

Cement Mortar 1:6 (1 Cement, 6 coarse sand) on

new surface or fixing on existing flooring by adhesive

materials incluidng dismentalling of exiting flooring

and jointed with flush pointing & cleaning the surface

63 Providing and laying 18mm thick POLISHED 35.30 Sq.m 2555.81 2581.37

GRANITE STONE (hand cut) slab (Minimum 1.50m

long peice) Flooring of steps over 20mm (average)

thick base of cement mortar 1:6 (1 cement : 6 course

sand) laid over and jointed with grey cement slurry

including rubbing, curing, polishing and half round

moulding etc.. complete as per drawing and as

directed by E.I.C.

64 Providing, laying & fixing 300X300mm rectified ivory 29.90 Sq.m 987.29 997.16

Johnson make CERAMIC TILES in flooring over

12mm (average) thick base of cement mortar 1:3 (1

cement : 3 course sand) laid over and finished with

flush pointing in white cement slurry with pigment to

match the shade and colour of the tiles in true line

and level, curing... etc., complete as per detailed

drawing and directed by E.I.C.

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 11 of

It. Total Rate Amount

Description Unit 1% L.C.

No Quantity (Rs.) (Rs.)

65 Providing and fixing pre-cast Rubber Dye / steel Dye 125.35 Sq.m 699.93 706.93

inter locking CONCRETE BLOCK 60mm thick with

grade of concrete M300 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. complete as directed by EIC.

66 Providing, laying and fixing 8/10mm thick VITRIFIED 27.60 Sq.m 1183.19 1195.02

TILES (605 x 605mm agl make Carolina pink /

Jhonson 600X600 Travio) in skirting over 10mm

(average) base of Cement Mortar 1:3 (1 Cement,

coarse sand) on new surface or fixing on existing

skerting by adhesive materials incluidng dismentalling

of exiting skerting and jointed with flush pointing &

cleaning the surface etc. complete.

67 Providing and laying 18mm thick POLISHED 18.55 Sq.m 2449.22 2473.71

GRANITE STONE (hand cut) slab (Minimum 1.50m

long) in riser of steps, skerting, Dado laid over the

base of 10mm th. of C.M. 1:3 (1 cement : 3 course

sand) and jointed with grey cement slurry including

rubbing, curing and polishing etc.. complete as per

drawing and as directed by E.I.C.

68 Providing and laying 8mm thick WHITE GLAZED 131.15 Sq.m 975.71 985.47

TILES (Blanco 300x450-Kajaria, star white 300x450-

Bonzer, New white glaze 300x450-Somani, White

300x450-Jhonson) on wall on a bed of 12mm thick

cement mortar 1:3 (1 Cement, 3 Coarse sand)

finished with flush pointing in white cement, curing etc

complete as directed by EIC.

69 Providing and fixing 30mm thick Both Side Laminated 37.85 Sq.m 4434.41 4478.75

Water Proof FLUSH DOOR shutters of

Archid/Anchor/Green Ply make including first class

hardwood and cross band, block board core with

plywood face panels, 6mm thick batten patti all

around the shutter including 1mm thk. laminate on

both the side including S.S. AISI 304 grade fixtures of

Kich make (1) S.S. Hinges without bearing

125x62x2mm - 4 no.s, (2) S.S. Tower Bolt flat 150mm

- 1 no.s, (3) S.S. Handle 2mmx150mm - 2 no.s, (4)

S.S. Aldrop combi. of satin & glossy finish 16mm dia.

x 250mm - 2 no.s with necessary screws including

providing and applying primer coat Asian / Berger

make and two coats of oil painting of Asian / Berger

make to edges of flush door shutter etc. complete as

per detail drawings and as directed by E.I.C.

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 12 of

It. Total Rate Amount

Description Unit 1% L.C.

No Quantity (Rs.) (Rs.)

70 Providing and fixing MS door with grill ventilator 2.25 Sq.m 4581.57 4627.39

using 40x40x6 mm MS angle frame fixed in RCC or

brick masonary, shutter frame 30x30x3mm MS angle

with 25x5mm MS flat & 2mm thick MS plate with

necessary 16mm dia & 250mm long MS aldrap -

No.s, MS handles 150mm - 2 No.s, MS hinges

125mm - 4 No.s etc including primer coat of red oxide

and two coat white oil paint of Asian/Berger including

cleaning, brushing etc complete as per detailed

drawing and as directed by E.I.C.

71 Providing & fixing 18mm thick GRANITE STONE 106.35 Sq.m 3380.49 3414.29

single or sandwhich type at door / window sill, jams,

sofit, Urinal partition etc. fixing with CM 1:2 (1

cement: 2 coarse sand), Araldite and screws if

necessary including mirror polishing and making

quarter round moulding on both the sides, making

gissi in wall / RCC for resting and finishing with colour

cement etc. complete as directed by E.I.C.

(Measurement shall be done as per each & every

stone used with its length & width)

72 Providing and fixing fully glazed 15 micron colour 58.00 Sq.m 4092.98 4133.91

anodized Aluminium THREE TRACK SLIDING

WINDOW (2 shutters of Glass & 1 shutter of

mosquito net zali) with fix Glazing using Aluminum

Section of “Jindal Aluminium Ltd.,” with 3 track bottom

track top and side 21517 (92.00x31.75x2.00 @

kg/m) including sliding shutter having top and bottom

handle side section 21515 (18.00x40.00x2.00 @

0.696 kg/m), inter lock section

(18.00x40.00x2.00 @ 0.817 kg/m) with 6mm thick

plain glass Modi / Saint gobain, SS 304-15 mesh x27

gauge Mosquito net fixing with C channel (3/4)

(Alluminium) including wall fixtures and fastening with

EPDM Jumbow rubber glass seal, glass wool, S.S.

concealed lock, TPI bearing, aluminium cleats, Silicon

sealant, screw and nails also painted/powder coated

73 Providing and fixing 15 micron colour anodized 0.75 Sq.m 1099.19 1110.18

Aluminium chanel plus PVC blades LOUVERED

GLASS VENTILATOR of Jindal / equivalent make

having 6 blades and vertical intermediate partition

section S4858 (100.00x25.00x1.50 @ 0.988 kg/m) if

width of ventilator exceeds 600mm, 4mm thick frosted

or obscurd on one side glass of Modi/Saint gobain

make including fixtures & fastenings, aluminum

cleats, silicon sealents, screws and nails also painted

/ powder coated etc. complete. as per detail drawing

and as directed by the EIC.

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 13 of

It. Total Rate Amount

Description Unit 1% L.C.

No Quantity (Rs.) (Rs.)

74 Providing and fixing fully glazed 15 micron colour 0.75 Sq.m 2397.03 2421.00

anodized Aluminium FIXED MOSQUITO NET

SHUTTERS using Aluminum Section of “Jindal

Aluminium Ltd.,” with outer periphery section

(18.00x40.00x2.00 @ 0.696 kg/m), intermediate

section 20567 (18.80x50.00x1.50 @ 0.601 kg/m) with

SS 304-15 mesh x27 gauge Mosquito net fixing with

C channel (3/4) (Alluminium) including wall fixtures

and fastening, aluminium cleats, Silicon sealant,

screw and nails also painted/powder coated etc.

complete. as per detail drawing and as directed by

75 Proving and fixing GLAZING fixed on alluminum 43.35 Sq.m 4500.00 4545.00

frame with 5mm thick reflective glass of Saint Gobain

make of approved colour and 3mm thick perforated

alluminium composite panel of approved design in

some portion for air circulation fixing with EPDM

rubber gasket / ring, powder coated screws including

making water tight joints with all necessary fixing

material as per details & drawings etc., complete as

directed by E.I.C. (Alluminium frame will be paid

76 Providing and fixing M.S. GRILL of required pattern 1452.60 Kg 110.40 111.51

(Fixed / Openable) at balcony, in window frames, in

RCC, in Masonry etc. with M.S. flats at required

spacing and frame all around, square or round bars

with round headed bolts & nuts or by screws at all

heights including welding, grinding, fixing in position,

applying ready mixed red lead priming coat and

painting two coats of Synthetic enamel paint of

asian/berger make etc., complete as per detailed

drawing and directed by E.I.C.

77 Providing, making and fixing STEEL WORK Welded 181.45 Kg 132.90 134.23

in build up sections (ISA, C, T, I, Rectangular /

circular pipe, Bar, flats, plates etc.) in trusses and

trussed purlins including principal tie, rafters, struts &

slings members connected with Gusset plats, base

plate, bearing plate, cleat angles and the like and in

railling / openable gate with locking arrangement

including cutting, hoisting, fixing in possition, applying

ready mixed red lead priming coat and painting two

coats of Synthetic enamel paint of asian/berger make

in true line and lvl. as per detailed drawing etc.

completed as directed by E.I.C.

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 14 of

It. Total Rate Amount

Description Unit 1% L.C.

No Quantity (Rs.) (Rs.)

78 Providing & Applying (two coats) of Birla or Asian 1433.95 Sq.m 122.22 123.44

acrylic LAPY (PUTTY) and two coats of primer of

approved brand and manufacture and two coats of

PLASTIC EMULSION PAINT of Asian/Berger on

internal wall surafce of required shade approved by

enginner incharge and to give an even shade

including thoroughly brushing the suraface to remove

all dirts, dust & remains of loose powedered materials

& mortar durt and sand papered smooth including

necessary scaffolding, etc.. complete as directed by

E.I.C. complete as directed by E.I.C.

79 Providing & Applying (two coats) of Birla or Asian 621.10 Sq.m 127.69 128.97

acrylic LAPY (PUTTY) and two coats of primer of

approved brand and manufacture and two coats of

PLASTIC EMULSION PAINT of Asian/Berger on

internal ceiling surafce of required shade approved by

enginner incharge and to give an even shade

including thoroughly brushing the suraface to remove

all dirts, dust & remains of loose powedered materials

& mortar durt and sand papered smooth including

necessary scaffolding, etc.. complete as directed by

E.I.C. complete as directed by E.I.C.

80 Providing, applying and finishing wall with two coats 2041.40 Sq.m 119.07 120.26

of ASIAN, APEX ULTIMA PAINT/Berger on

exteranal wall surafce of required shade approved by

enginner incharge and to give an even shade one

(base) coat of primer including thoroughly brushing &

brooming the suraface to remove all dirts, dust &

remains of loose powedered materials & mortar durt

including necessary scaffolding, curing etc.. complete

as directed by E.I.C.

81 Providing and laying white glazed tiles equal size 713.80 Sq.m 1043.59 1054.03

pieces for CHINA MOSAIC WATER PROOFING

TREATEMENT to terrace including cleaning the

surface, Opening the cracks in 'V' groove pattern &

filling the same with cement mortar in 1:1 (1 cement:

1 sand) including brick bat bedding as to have proper

slope over a layer of CM 1:3 (1 cement: 3 sand) and

filling the joints with CM 1:1 including finishing the top

surface with 20mm equal size white glazed tiles

pieces including roung shape vata, with filling white

cement in joints, using chemical water proofing as per

mfg., specification & standards with cleaning top

surface using acid including drip moulding at the

junction of vata & plaster etc.. complete as directed

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 15 of

It. Total Rate Amount

Description Unit 1% L.C.

No Quantity (Rs.) (Rs.)

82 Providing & applying CHEMICAL WATER 49.75 Sq.m 354.56 358.11

PROOFING treatment to the terrace including

Surface cleaning: All surface shall be thoroughly

cleaned with mechanical means or wire brush to

remove dust dirt & all loose portion from the surface

of terrace & parapet wall & wash with water. Surface

preparing: All cracks will be opened in V-shape &

sealed wirh Dr Fixit Crack X Paste & any patch work

will be repaired with polymer modified mortar,

providing and applying two coat of Dr.Fixit pidifine 2K

on entire inside area of sunk. Two coat of Dr.fixit

pidifine 2K(10 kg Powder + 5 lit Liquid) shall be

applied on ready surface in vertically & horizontally

direction which is brsh applied waterproofing coating

& provides excellent impermeable coating & flexible

enough to take care of minor cracks in concrete &

plaster & good adhesion with cementitious surfaces

etc. completed by EIC.

83 Providing & applying CHEMICAL WATER 28.35 Sq.m 301.15 304.16

PROOFING treatment to the terrace / sunk slab

including cieaning the surface opening the creaks in "

V " grooves pattened filling the same water proof

cement mortar 1:1(1 cement, 1 sand ) including B.B

as directed to have proper slope over a layer of C.M.

1:1 (1 cement, 1 sand) including finishing the top

surface with 15mm. thick water proof cement plaster

in C.M. (1:3) (1 cement, 3 sand) and finishing with a

floating coat of neat cement slurry using chemical

water proofing compound as per manufactures

specifications and standard specifications as per

indian Water proofing or equivalent including curing

its with specified period as directed and thickness to

very between 75 mm x 100 mm to have proper slope

and gradient including vata of 100 mm x 100 mm size

on with drip mould inside periphery of the parapet /

beam in C.M. 1:1 (1 cement , 1 sand ) etc. completed

84 Providing & Laying CINDER FILLING in Sunk slab 7.10 Cu.m 1111.00 1122.11

including compacting manually with rammer and

finishing true line & level at all floor level etc..

complete as directed by E.I.C.

85 Providing and laying CEMENT CONCRETE 1:3:6 (1 2.85 Cu.m 3146.02 3177.48

cement : 3 coarse sand : 6 hand broken stone

aggregates 40 mm nominal size) and curing

consolidation with rammers complete excluding cost

of form work from floor Two level to floor Three level

etc., complete as directed by E.I.C.

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 16 of

It. Total Rate Amount

Description Unit 1% L.C.

No Quantity (Rs.) (Rs.)

86 Providing and Fixing PVC Water Tank of Sintex Pure 3000.00 Litre 12.50 12.63

Water tanks of below mensioned features :

Anitlbacterial, Virgin plastic, Food grade plastic, 100%

UV stabilised, rust proof, brighter, stronger, protection

against algae formation, maintanamnce free, triple

layer well packed lid of CCWS 0100-01-PURE of

required capacity including inlet & outlet nipple etc

87 Carring out plinth treatment to post 162.40 Sq.m 123.12 124.35

construction/existing structure by spraying chemical

solution for TERMITE CONTROL TREATMENT

including labour and material consistant with I.S.I.

specification. Using Chlordene and chiorpurfiles

EC. as per 6131_paret-II consentration weight one

percent is recommended i.e. one litre 20 EC chemical

emulsion with 19 litre give 1% concentration inclusive

of one litre chemical emulsion appiciation at the rate

of 5 Litre chemical / Sq.m of surface is recommended

as per I.S. etc. complete as directed by EIC.

88 Fixing the new reinforcement having 8 / 10 mm dia. 300.00 No. 166.65 168.32

with existing concreting with REBARING including

boring holes of appropriate dia. and a depth of

150mm in concrete, cleaning the holes, fitting the

reinforcement in possition and fill up FISCHER

chemical in the remainng gap in proper manner etc.

complete as directed by EIC. (Reinforcement will be

paid separately)

89 Fixing the new reinforcement having 12mm dia. with 98.00 No. 194.43 196.37

existing concreting with REBARING including boring

holes of appropriate dia. and a depth of 150mm in

concrete, cleaning the holes, fitting the reinforcement

in possition and fill up FISCHER chemical in the

remainng gap in proper manner etc. complete as

directed by EIC. (Reinforcement will be paid

90 Fixing the new reinforcement having 16mm dia. with 151.00 No. 222.20 224.42

existing concreting with REBARING including boring

holes of appropriate dia. and a depth of 150mm in

concrete, cleaning the holes, fitting the reinforcement

in possition and fill up FISCHER chemical in the

remainng gap in proper manner etc. complete as

directed by EIC. (Reinforcement will be paid

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 17 of

It. Total Rate Amount

Description Unit 1% L.C.

No Quantity (Rs.) (Rs.)

91 Extra for additional height of PROPPING AND 38.85 Sq.m 403.71 407.75

CENTRING where the height of propping and

centering exceedes 4.0m between supporting floor to

ceiling including temporory brick or stone pillors for

supporting as required for the height more than 4.0m

and upto 5.00m etc. completed as directed by EIC.

92 Extra for additional height of PROPPING AND 5.20 Sq.m 707.77 714.85

CENTRING where the height of propping and

centering exceedes 4.0m between supporting floor to

ceiling including temporory brick or stone pillors for

supporting as required for the height more than 5.0m

and upto 6.00m etc. completed as directed by EIC.

93 Extra for additional height of PROPPING AND 25.65 Sq.m 592.04 597.96

CENTRING where the height of propping and

centering exceedes 4.0m between supporting floor to

ceiling including temporory brick or stone pillors for

supporting as required for the height more than 6.0m

and upto 7.00m etc. completed as directed by EIC.

TOTAL COST OF CIVIL WORKS

Sign of contractor Executive Engineer,

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 18 of

(PLUMBING AND SANITARY WORKS)

It. Total Rate Rate with Amount

Description Unit

No. Quantity (Rs.) 1% L.C. (Rs.) (Rs.)

B PLUMBING & SANITATION ITEMS

1 Providing, laying and jointing in true line and level 32.95 Ru.m 146.65 148.12

40mm dia. U-PVC PLUMBING PIPE line (SCH-40)

including fitting of (FINOLEX / SUPREME /

DUTRONE / ASTRA) as approved by Engineer in

charge. Pipe shall be fixed on the wall with the help

of clamp at every 2 meter c/c or shall be concealed

as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all material etc..

complete as directed by E.I.C.

2 Providing, laying and jointing in true line and level 26.35 Ru.m 90.93 91.84

25mm dia. U-PVC PLUMBING PIPE line (SCH-40)

including fitting of (FINOLEX / SUPREME /

DUTRONE / ASTRA) as approved by Engineer in

charge. Pipe shall be fixed on the wall with the help

of clamp at every 2 meter c/c or shall be concealed

as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all material etc..

complete as directed by E.I.C.

3 Providing, laying and jointing in true line and level 12.50 Ru.m 71.93 72.65

15mm dia. U-PVC PLUMBING PIPE line (SCH-40)

including fitting of (FINOLEX / SUPREME /

DUTRONE / ASTRA) as approved by Engineer in

charge. Pipe shall be fixed on the wall with the help

of clamp at every 2 meter c/c or shall be concealed

as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all material etc..

complete as directed by E.I.C.

4 Providing and fixing brass Ball cock (PVC HDP 1.00 Nos. 2505.31 2530.36

black) 40mm dia. of approved quality with

necessary fittings including fixing in pipeline and

testing the same etc... complete as directed by E.I.C.

5 Providing and fixing 40mm dia. Zoloto bronze 2.00 Nos. 2505.31 2530.36

handle valve including fixing in pipeline and testing

the same… etc., complete.as directed by EIC

6 Providing and fixing 25mm dia. Zoloto bronze 2.00 Nos. 1078.78 1089.57

handle valve including fixing in pipeline and testing

the same… etc., complete.as directed by EIC

7 Providing and fixing 15mm dia. Bib tap with flange 7.00 Nos. 1310.98 1324.09

of Jaquar Florentine Series make model no. FLR-

5047N / Hindware element series make F360004

including fixing in pieline and testing the same…

etc., complete., as directed by EIC

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 1 of

(PLUMBING AND SANITARY WORKS)

It. Total Rate Rate with Amount

Description Unit

No. Quantity (Rs.) 1% L.C. (Rs.) (Rs.)

8 Providing and fixing 15mm dia. angular Stop tap 6.00 Nos. 986.01 995.87

with wall flange of Jaquar Florentine series make

FLR-5053N / Hindware element series make

F360006 including fixing in pipeline and testing the

same…etc., complete as directed by EIC

9 Providing and fixing Cera brand wash down water 4.00 Nos. 4116.54 4157.71

closet European type W.C. pan (540x390x400mm)

CERA CAMELIA make Modal No.3145 Snow white /

Hindware model no. 20011 or 20002 with integral

"P" or "S" trap including snow white quality plastic

seat cover Camelia make Modal no. 2380 with jet

spray & P.V.C. pipe connected, 15mm dia. angular

Stop tap with wall flange of Jaquar Florentine series

make FLR-5053N / Hindware element series make

F360006, jointing the trap with soil pipe in cement

mortar 1:1(1 Cement: 1 Fine sand) and testing the

same etc. complete as directed by E.I.C.

10 Providing and fixing 25 mm dia. Flush cock of 4.00 Nos. 1881.76 1900.58

Jaquar make modal no.ALD-081 + Florentine Series

FLR-5083NK / Hindware make model no. F850105

+ F360052 including fixing in pipe line and

necessary testing etc Complete as directed by E.I.C.

11 Providing and fixing of Urinal (Cera make model no. 4.00 Nos. 1781.27 1799.08

5001) White earthenware flat back or corner type of

size 440 mm X 265 mm X 315mm including

connection the urinal with waste pipe in trap… etc.,

complete, including the cost of PVC connection pipe

and testing the same for leak proof etc. complete as

directed by E.I.C.

12 Providing & fixing white colour flats Vetrious china 2.00 Nos. 4899.47 4948.46

WASH BASIN Cera make Cadal model no.2810 /

Hindware model no. 10010 of size 500mm x 400mm

with single hole for pillar tap with C.I. or M.S.

brackets (Painted white) including cutting holes &

making good the same, including fixing C.P. Brass

waste coupling 32mm dia. & 32mm dia. rigid P.V.C.

waste pipe & 15mm dia. pillar tap with lift type

operating k nob & base flange of Jaquar Florentine

series make Model no. FLR-5015 / Hindware

element series model no. F360001 screwed down

high pressure with screw shank and back nuts &

rubber plugs, 15mm dia. angular Stop tap with wall

flange of Jaquar Florentine series make FLR-5053N

/ Hindware element series make F360006, 15mm

P.V.C. connection pipe etc.. complete as ditectrd by

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 2 of

(PLUMBING AND SANITARY WORKS)

It. Total Rate Rate with Amount

Description Unit

No. Quantity (Rs.) 1% L.C. (Rs.) (Rs.)

13 Providing and fixing 600 mm X 450 mm Bevelled 2.00 Nos. 850.90 859.41

edge Mirror or superior glass mounted on 6mm

thick AC sheet or plywood sheet and fixed to

wooden plugs with CP brass screwws and washers,

including fixing glass shelevs of 600 mm X 120 mm

size with CP brass bracket support and guard rail

fixed to wooden plugs with CP brass screws etc.

complete as directed by EIC

14 Providing and fixing P.V.C. Nahni Supreme Trap 8.00 Nos. 242.48 244.90

(110x75mm) nominal diameter of self cleaning

design with P.V.C. greeting zali 110mm in size

including fixing P.V.C. reducer & rubber paking ring

& jointing with adhesive solvent cement iincluding

cost of cutting & making good the walls & floor and

testing the same etc. complete as directed by E.I.C.

15 Providing, laying and jointing (to level or slopes) 43.00 Ru.m 427.57 431.85

110mm internal dia. P.V.C. pipes of working

pressure 6 kg/sq.cm (FINOLEX / SUPREME /

DUTRONE / ASTRA) for drainage-line in floors

including necessary fitting such as bends, tees,

clamps at interval of 2m c/c, rubber packing ring,

door T, Door cap etc. testing of pipe line, jointing

with adhesive solvent cement including cost of

jointing materials and all other necessary fixtures,

fitting air and water tight testing the line including

cutting and making floors and walls as per

original/good enough if require.... etc., complete. as

directed by E.I.C.

16 Providing, laying and jointing (to level or slopes) 45.45 Ru.m 235.87 238.23

75mm internal dia. P.V.C. pipes of working

pressure 6 kg/sq.cm (FINOLEX / SUPREME /

DUTRONE / ASTRA) for drainage-line in floors

including necessary fitting such as bends, tees,

clamps at interval of 2m c/c, rubber packing ring,

door T, Door cap etc. testing of pipe line, jointing

with adhesive solvent cement including cost of

jointing materials and all other necessary fixtures,

fitting air and water tight testing the line including

cutting and making floors and walls as per

original/good enough if require.... etc., complete. as

directed by E.I.C.

17 Providing, laying and jointing (to level or slopes) 9.85 Ru.m 115.86 117.01

40mm internal dia. P.V.C. rigid pipes of working

pressure 6 kg/sq.cm (FINOLEX / SUPREME /

DUTRONE / ASTRA) for drainage-line in floors

including necessary fitting such as elbow or tees

etc. testing of pipe line, jointing with adhesive

solvent cement including cost of jointing materials

and all other necessary fixtures, fitting air and water

tight testing the line including cutting and making

floors and walls as per original/good enough if

require.... etc., complete. as directed by E.I.C.

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 3 of

(PLUMBING AND SANITARY WORKS)

It. Total Rate Rate with Amount

Description Unit

No. Quantity (Rs.) 1% L.C. (Rs.) (Rs.)

18 Providing and fixing 110mm dia. P.V.C. Cowl vent 2.00 Nos. 55.83 56.39

of working pressure 4 kg/sq.cm including jointing

with Supreme adhesive solevent cement including

fixing the same in true line and level… etc.,

completeed by EIC

19 Providing and fixing 75mm dia. P.V.C. Cowl vent of 2.00 Nos. 49.72 50.22

working pressure 4 kg/sq.cm including jointing with

Supreme adhesive solevent cement including fixing

the same in true line and level… etc., completeed by

20 Providing, laying and jointing (to level or slopes) 156.40 Ru.m 326.67 329.93

110mm internal dia. rigid PVC pipes of working

pressure 6 kg/sq.cm for RAIN WATER (FINOLEX /

SUPREME / DUTRONE / ASTRA) fitted in walls

including necessary fitting such as bends, tees,

clamps at interval of 2m c/c, door T, rubber packing

ring etc. including jointing with adhesive solvent

cement including cost of jointing materials and all

other necessary fixtures, fitting air and water tight

testing the line including cutting and making floors

and walls as per original/good enough if require....

etc., complete. as directed by E.I.C.

21 Dismentalling C.I. Pipes, G.S.W. pipes, A.C. 287.30 Ru.m 72.30 73.02

pipes or P.V.C. Pipes with fitting and clamps

including disposed of useful materials and unuseful

material and cleaning the site with all lead and lift for

any Dia. of pipes etc. compeleted as directed by EIC.

22 Dismantling santtary fittings like wash basin, W.C. 10.00 No. 410.13 414.23

pan Indian and European type, flushing tank etc.

including stacking the materials with all lead and lift.

etc. compeleted as directed by EIC.

TOTAL COST OF PLUMBING & SANITATION WORKS

Sign of contractor Executive Engineer,

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 4 of

(ELECTRIC WORKS)

ANAND AGRICULTURAL UNIVERSITY, ANAND.

NAME OF WORK: CONSTRUCTION OF CLASSROOM & STAFF ROOM ON FIRST FLOOR OF

INTERNATIONAL AGRI-BUSINESS MANAGEMENT INSTITUTE AT A.A.U., ANAND.

Sr no. Desciption Qty. Rate Per Amount

1 P/F Point wiring for light/Bell with 2-1.5 Sqmm & earth wire of

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

multistandard copper wire in with medium class rigid PVC pipe and

accessories of pipe to be erected concealed in/wall & ceiling

complete 6A modular Type Switch/bell push & accessories and earth

continuity of following type erected MS/Metallic box, single mounting

base frame covered with textured/metallic front plate moulds

erected on/in wall/ ceiling as per pipe erected, with necessary Lamp

holder/Ceiling rose/H.D. Connector as directed using.

2 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 erected with lead wires as directed.

3 Providing & fixing Point wiring for looped plug with 6 Amp modular

type switch and 5 pin socket erected PVC/ Metallic box ,Single

mounting base frame covered with textured/metallic front plate

modules erected on in wall ceiling with following type accessories Cat-

III Material as per brand attached herewith as per drawings etc

complete as directed by Engineer incharge

4 Providing & fixing following type of modular type accessories

mounted with PVC /Metallic box single mounting base frame covered

with textured/metallic front plate modules erected with Necessary

connection as desired by engineer in charge. using sp Cat-III Material

as per brand attached herewith &as per drawings etc complete as

directed by Engineer incharge

A 16A one-way switch SP cat-III 60.00 204.02 No

B 6/16A Universal socket cat-III 60.00 224.22 No

5 Providing & erecting approved make decorative ultra slim linear LED

20w LED 6k(4') Lighting fixture with extruded al heat sink

environmental friendly energy ready to use pack fitting with tube

completed with electronic ballast assembly housed in engineering

plastic cover with LED light holders erected with necessary lead wire

& hardware materials and adapter if required as per brand attached

herewith &as per drawings etc complete as directed by Engineer

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 1 of

(ELECTRIC WORKS)

Sr no. Desciption Qty. Rate Per Amount

6 Supplying and erecting LED indoor fittings with LEDs of wattage

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

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.)(B) LED Panel Light with provision for

Plane front frame with translucent cover fixed to housing

complete.IP20(vii) from 45 to 48 watts, 24" x 24", Surge-2 KV

Providing & erecting Sheet steel powder coated three phase 12 way

SS Double door for three phease outgoing horizontal box MCB

distribution bord flish/surface mounted fitted with bus bar, neutral

link, earth bar and DIN rail confirming to IS13032 and BS5486-1986

without MCB to house appropriate nos of MCB (the DBs should be

used of same comapny of MCB to be used. Using material as per

brand atteched herewith & as per drawings etc complete as directed

by EIC. 3.00 3874.36 No

8 P/F approved make ELCBs/RCCBs confirming to IS 12640 and having

sensitivity of 30 mA and short circuit with stand capacity of 6KA and

suitable for operation on 3 phase and neutral 415V having

characteristic of quick action & tripping with all advance feature & do

not incorporate any electronic component for 63Amps FP using cat-

III material as per brand atteched herewith & as per drawings etc

complete as directed by EIC.

9 Providing and erecting four pole MCB isolator A.C. 22 duty confirms

to IS 13947-3 240V 40A in existing metal clad MCB distribution

board for 63A using cat-III material as per brand atteched herewith

& as per drawings etc complete as directed by EIC

10 P/F miniature circuit breaker single pole 6 A to 32 A suitable to

operate on 240 V A.C. system & having overload & short circuit

tripping elements & breaking capacity 10 KA to be erected in existing

M.S. box confirming to IS 8828/1996 with ISI mark using cat-III

material as per brand atteched herewith & as per drawings etc

complete as directed by EIC.

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 2 of

(ELECTRIC WORKS)

Sr no. Desciption Qty. Rate Per Amount

11 P/F Main with following size 1.1KV grade FRLS PVC insulated ISI

marked standard Copper conductor wire with medium class Rigid PVC

pipe and accessories of pipe to be erected concealed in /flushed on

wall/celing with 2.5 sqmm copper conductor FRLS PVC insulated

standared wire of green colour for earth continuity using material as

per brand atteched herewith etc complete.

2wire 2.50 Sq.mm 1300.00 82.82 Mtr

12 Providing and erecting Out door Street Light IP66 Powder coated

Pressure die Cast Aluminium Compact Hight Power 60W LED with

LENS with heat resistant toughened glass with lens.Material as per

brand attached herewith &as per drawings etc complete as directed

by Engineer incharge

13 Providing & Fixing B''Class galvanised pipe of TATA /Jindal /Ambika

32mm out side dia 45cms long duly welded on plate

20cmX20cmX3mm thick M.S base Plate erected on wall or corner for

mounting street light luminarie with necessary hardware materials

duly painted.Material as per brand attached herewith &as per

drawings etc complete as directed by Engineer incharge

14 Supplying & erecting funnel type earthing having earth plate of

following size burred in specifically prepared earth pit 3 mtr. below

ground with 40 kg. charcoal and salt with alternate layers of charcoal

& salt, 20mm.dia. G.I. pipe with Funnel with a wire mesh for

watering & bricks masonry block, C.I. Cover complete as per para

of IS 3043 with necessary length of double Galvanised Iron / copper

earth wire No 6 SWG bolted with lug to the plate and covered in

mm dia. G.I. pipe 2.5 mtr long complete connected to the nearest

switch gear with end socket as per direction & duly tested by earth

tester confirming to IS (As per drawing) with 60 x 60x 0.315 cms.

Copper earth Plate

15 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 size of cables. 4 core 6 sq.mm

16 Providing and erecting busbar chamber confirming to IS-375

fabricated from 16 G.M.S. sheet, dust & vermin proof having hinged

door with rubber gasket and necessary busbar supports with COPPER

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

(Rated current / cross section area) duly wrapped with colour

insulation tape for phase sequence, three phase & neutral each

suitable for following current capacity with necessary painting

mounted on wall or pedestal frame of required size with necessary

Suitable for 200 Amp. capacity 1.00 5731.75 Mtr

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 3 of

(ELECTRIC WORKS)

Sr no. Desciption Qty. Rate Per Amount

17 Providing and erecting Approved make Four pole moulded case

circuit breaker having breaking capacity ICU of 50 KA and above at

415 V having Normal current rating 200A. with variable Thermal &

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

internal connections, spreader tinned copper & complete erected in

existing 16 G.M.S. housing.

18 Providing and erecting Inverter based approved make split air-

conditioning unit consisting of condensing unit with variable speed

fan motor, inverter type hermetically sealed rotary compressor with

accessories etc. duly connected separately erected evaporating unit

and blower motor with its accessories by means of extra supplied

proper insulated copper tubing,drain PVC pipes suitable for ( cost

includes Eco Friendly green gas charging and 15A plug top & Remote

Control & MS Stand) with necessary core cutting.(B) for 1.5 ton

capacity- Premium Cat.

Sign of contractor Executive Engineer,

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 4 of

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

TUBELIGHT (2.55 mt.HT.)

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

16 AMP PLUG (0.975 MT.HT.)

20 W DOWN LIGHT POINT

JUNIOR ENGINEER, A.A.U. DEPUTY ENGINEER, A.A.U. EXECUTIVE ENGINEER, A.A.U.

1) ALL DIMENTIONS ARE IN METER. DRG.NO :

CONSTRUCTION OF CLASSROOM & STAFF ROOM 2) ALL DIMENTIONS ARE FROM UNFINISHED SURFACES. SCALE : N.T.S.

ON FIRST FLOOR OF IABMI AT A.A.U., ANAND. 3) INCASE OF ANY AMBIGUITY OR ERROR IT SHALL BE CHECKED

BY THE ARCHITECT BEFORE EXECUTION ON SITE.

4) THIS DESIGN & DRAWING IS PROPERTY OF TECTONICS DWG. BY. : MISTRY BHAVIK

ELECTRIC LAYOUT PLAN AT GROUND FLOOR ARCHITECTURAL CONSULTANTS NAVSARI. CHECKED BY : ER.RAKESH VADGAMA

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1.17m WIDE PASSAGE

FAN POINT 1.690 E.FAN

1.5 TONE SPLIT W.C.

A.C. A.C. POINT 1.20X1.50

5 P.P. POINT 1.00X 1.00X

TUBELIGHT (2.55 mt.HT.)

16 AMP PLUG (0.975 MT.HT.)

20 W DOWN LIGHT POINT

WALL POINT (2.10 mt.HT.)

6 AMP PLUG (0.975 MT.HT.)

SB2 SB2 CEILING LIGHT POINT(2'X2') SB2 SB2

WALL FAN (HT.2.10 MT.)

SB2 STAFF ROOM 1 SB2 SB2 SB2

2.50m WIDE PASSAGE

2.50m WIDE PASSAGE

2.123 EXHAUST FAN

60 WATT LED STREET LIGHT

DISTRIBUTION BOARD

PLUG FOR A.C. 2.308 PLUG FOR A.C.

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

CLASS ROOM 1 5 CLASS ROOM

OR T.) 60 STUDENTS 60 STUDENTS G

PLU 5 MT. (3 SEATED BENCH) 07 3 (3 SEATED BENCH)

JUNIOR ENGINEER, A.A.U. DEPUTY ENGINEER, A.A.U. EXECUTIVE ENGINEER, A.A.U.

CONSTRUCTION OF CLASSROOM & STAFF ROOM 1) ALL DIMENTIONS ARE IN METER. DRG.NO :

2) ALL DIMENTIONS ARE FROM UNFINISHED SURFACES. SCALE : N.T.S.

ON FIRST FLOOR OF IABMI AT A.A.U., ANAND. 3) INCASE OF ANY AMBIGUITY OR ERROR IT SHALL BE CHECKED DATE : 15/06/2026

BY THE ARCHITECT BEFORE EXECUTION ON SITE.

DWG. BY. : MISTRY BHAVIK

4) THIS DESIGN & DRAWING IS PROPERTY OF TECTONICS

ELECTRIC LAYOUT PLAN AT FIRST FLOOR ARCHITECTURAL CONSULTANTS NAVSARI. CHECKED BY : ER.RAKESH VADGAMA

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

TUBELIGHT(2.75 mt.HT.)

20 W DOWN LIGHT POINT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

JUNIOR ENGINEER, A.A.U. DEPUTY ENGINEER, A.A.U. EXECUTIVE ENGINEER, A.A.U.

1) ALL DIMENTIONS ARE IN METER. DRG.NO :

CONSTRUCTION OF CLASSROOM & STAFF ROOM 2) ALL DIMENTIONS ARE FROM UNFINISHED SURFACES. SCALE : N.T.S.

ON FIRST FLOOR OF IABMI AT A.A.U., ANAND. 3) INCASE OF ANY AMBIGUITY OR ERROR IT SHALL BE CHECKED

BY THE ARCHITECT BEFORE EXECUTION ON SITE.

4) THIS DESIGN & DRAWING IS PROPERTY OF TECTONICS DWG. BY. : MISTRY BHAVIK

ELECTRIC LAYOUT PLAN AT STAIR CABIN ARCHITECTURAL CONSULTANTS NAVSARI. CHECKED BY : ER.RAKESH VADGAMA

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT