REPAIRING OF E-2 TYPE QUARTERS AT A.A.U., ANAND.

NAME OF WORK: REPAIRING OF E-2 TYPE QUARTERS AT A.A.U., ANAND.

GENERAL SUMMERY SHEET

SUMMERY COST REMARK

1 Total Civil Cost 1,674,445.22 …(A)

2 Total Plumbing / Drainage Cost 286,659.62 …(B)

3 TOTAL PROJECT COST (A) + (B) + (C) Rs. 1,961,105.00 …(D)

(Rupees Nineteen Lakhs Sixty One Thousand One Hundred Five 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,

NAME OF WORK: REPAIRING OF E-2 TYPE QUARTERS AT A.A.U., ANAND.

It. Total Rate Rate with Amount

Description Unit

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

1 Dismentalling of Tiles of stone flooring laid in 213.15 Sq.m 48.63 49.12

mortar including stacking of serviceable material and

disposal of unserviceable material from site of work

with all lead and lift etc. compeleted as directed by EIC.

2 Dismentalling of PCC including stacking of 2.55 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 Dismentalling of RCC including stacking of 0.70 Cu.m 1071.63 1082.35

serviceable material and disposal of unserviceable

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

compeleted as directed by EIC.

4 Demolition of Brick work and stone masonry 3.10 Cu.m 557.32 562.89

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead and

lift.(ii) In Cement Mortar etc. compeleted as directed by

5 Removing and scraping of old deteriorated plaster 48.75 Sq.m 19.69 19.89

of any thickness from wall / RCC member including

stacking of serviceable material and disposal of

unserviceable material from site of work with all lead

and lift etc. compeleted as directed by EIC.

6 Dismentling doors, windows, ventilators etc. (wood 25.00 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.

7 Demolition of terrace including stacking of 15.05 Sq.m 64.67 65.32

serviceable materials and disposal of unserviceable

materials with all lead and lift. (i) Brick tile covering etc.

compeleted as directed by EIC.

8 Credit for the useful material like (Tiles / Stone, Door 1.00 Job -10000.00 -10100.00 -10100.00

shutters with frame, Ventilators, grill, Chharu,

Reinforcement steel etc) due to Dismentalling the

existing different items. (Agency is the owner of this

dismentalled useful material which is not reused)

9 DRESSING & LEVELLING in loose or soft soil 41.60 Sq.m 30.00 30.30

including Sorting out and stacking of useful materials

and disposing off the excavated stuff up to all meter

lead including watering… etc., complete as directed by

10 Providing and laying CEMENT CONCRETE 1:3:6 (1 5.20 Cu.m 3064.60 3095.25

cement : 3 coarse sand : 6 machine cut stone

aggregates 40 mm nominal size) and curing

consolidation with rammers complete excluding cost of

form work in (A) Foundation and Plinth… etc.,

complete as directed by E.I.C.

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 1 of

It. Total Rate Rate with Amount

Description Unit

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

11 Providing and laying CEMENT CONCRETE 1:3:6 (1 1.55 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.

12 Providing and lyaing BRICK WORK using common 0.50 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.

13 Providing and lyaing HALF BRICK WORK using 1.00 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.

14 Providing and lyaing HALF BRICK WORK using 2.00 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.

15 INTERNAL PLASTER: 30.00 Sq.m 230.38 232.68

Providing & applying 15mm THICK CEMENT

PLASTER in single coat on fair side of brick or

concrete wall for interior / exterior plastering from

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

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 2 of

It. Total Rate Rate with Amount

Description Unit

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

16 INTERNAL PLASTER: 33.80 Sq.m 258.85 261.44

Providing & applying 15mm THICK CEMENT

PLASTER in single coat on fair side of brick or

concrete wall for interior / exterior plastering from floor

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

17 Providing, laying and fixing 8/10mm thick VITRIFIED 289.55 Sq.m 1806.45 1824.51

TILES (Moon Beige LT 600mmX1200mm polish of

AGL make) (Considering basic rate of Tiles = Rs.

per Sq.ft) flooring for Rooms 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 including providing and grouting GROOVES

WITH EPOXY GROUT of size up to 3mm x 5mm with

PVC spacer and matching colour epoxy grout of Ardex

Endura India PRV LTD. (Ardex Epoxy grout A+B+C

Microban) or equivalent of approved shade including

cleaning the grooves, protecting the edges before

filling, and cleaning the tiles on completion etc.

18 Providing and laying 18mm thick POLISHED 51.15 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.

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 3 of

It. Total Rate Rate with Amount

Description Unit

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

19 Providing, laying and fixing 8/10mm thick VITRIFIED 25.05 Sq.m 1878.02 1896.80

TILES (Primera Brown 600mmX1200mm Pre of AGL

make) (Considering basic rate of Tiles = Rs. 60 per

Sq.ft) flooring for Toilets 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 including providing

and grouting GROOVES WITH EPOXY GROUT of

size up to 3mm x 5mm with PVC spacer and matching

colour epoxy grout of Ardex Endura India PRV LTD.

(Ardex Epoxy grout A+B+C Microban) or equivalent of

approved shade including cleaning the grooves,

protecting the edges before filling, and cleaning the

tiles on completion etc. complete.

20 Providing, laying and fixing 8/10mm thick VITRIFIED 125.15 Sq.m 1794.91 1812.86

TILES (Vernice Crema 600mmX600mm matt finish of

AGL make) (Considering basic rate of Tiles = Rs.

per Sq.ft) flooring for Terrace 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 including

providing and grouting GROOVES WITH EPOXY

GROUT of size up to 3mm x 5mm with PVC spacer

and matching colour epoxy grout of Ardex Endura

India PRV LTD. (Ardex Epoxy grout A+B+C Microban)

or equivalent of approved shade including cleaning

the grooves, protecting the edges before filling, and

cleaning the tiles on completion etc. complete.

21 Providing, laying and fixing 8/10mm thick full body 41.60 Sq.m 1728.49 1745.77

VITRIFIED TILES (Forest veil 600mmX600mm matt

finish slate texture of Ricardo ceramica botanica bliss

make) (Considering basic rate of Tiles = Rs. 63.56 per

Sq.ft) flooring for Parking 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 etc.

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 4 of

It. Total Rate Rate with Amount

Description Unit

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

22 Providing, laying and fixing 8/10mm thick VITRIFIED 43.15 Sq.m 1691.44 1708.35

TILES (Moon Beige LT 600mmX1200mm polish of

AGL make) (Considering basic rate of Tiles = Rs.

per Sq.ft) in skirting for Rooms over 10mm (average)

base of Cement Mortar 1:3 (1 Cement, 3 coarse sand)

and jointed with white cement slurry & cleaning the

surface including providing and grouting GROOVES

WITH EPOXY GROUT of size up to 3mm x 5mm with

PVC spacer and matching colour epoxy grout of Ardex

Endura India PRV LTD. (Ardex Epoxy grout A+B+C

Microban) or equivalent of approved shade including

cleaning the grooves, protecting the edges before

filling, and cleaning the tiles on completion etc.

23 Providing and laying 18mm thick POLISHED 11.10 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.

24 Providing, laying and fixing 8/10mm thick VITRIFIED 120.95 Sq.m 1691.28 1708.19

TILES (Antolini Beige FP 600mmX1200mm Pre of

AGL make) (Considering basic rate of Tiles = Rs.

per Sq.ft) in dedo for Toilet over 10mm (average) base

of Cement Mortar 1:3 (1 Cement, 3 coarse sand) and

jointed with white cement slurry & cleaning the surface

including providing and grouting GROOVES WITH

EPOXY GROUT of size up to 3mm x 5mm with PVC

spacer and matching colour epoxy grout of Ardex

Endura India PRV LTD. (Ardex Epoxy grout A+B+C

Microban) or equivalent of approved shade including

cleaning the grooves, protecting the edges before

filling, and cleaning the tiles on completion etc.

25 Providing, laying and fixing 8/10mm thick VITRIFIED 15.45 Sq.m 1679.90 1696.70

TILES (Vernice Crema 600mmX600mm matt finish of

AGL make) (Considering basic rate of Tiles = Rs.

per Sq.ft) in Skerting for Terrace over 10mm (average)

base of Cement Mortar 1:3 (1 Cement, 3 coarse sand)

and jointed with white cement slurry & cleaning the

surface including providing and grouting GROOVES

WITH EPOXY GROUT of size up to 3mm x 5mm with

PVC spacer and matching colour epoxy grout of Ardex

Endura India PRV LTD. (Ardex Epoxy grout A+B+C

Microban) or equivalent of approved shade including

cleaning the grooves, protecting the edges before

filling, and cleaning the tiles on completion etc.

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 5 of

It. Total Rate Rate with Amount

Description Unit

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

26 Providing & fixing 18mm thick GRANITE STONE 57.35 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 &

27 Providing and fixing 30mm thick Both Side Laminated 9.00 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 -

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.

28 Providing and fixing 15 micron colour anodized 5.80 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.

29 Providing and fixing fully glazed 15 micron colour 5.80 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 the EIC.

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 6 of

It. Total Rate Rate with Amount

Description Unit

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

30 Providing and fixing M.S. GRILL of required pattern at 115.65 Kg. 110.40 111.50

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.

31 Providing & applying CHEMICAL WATER PROOFING 15.05 Sq.m 354.56 358.11

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.

32 Providing & applying CHEMICAL WATER PROOFING 15.05 Sq.m 301.15 304.16

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 by EIC.

TOTAL COST OF CIVIL WORKS

Sign of contractor Executive Engineer,

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 7 of

(PLUMBING AND SANITATION 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 78.35 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 47.50 Ru.m 90.93 91.84

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

including fitting of (FINOLEX / SUPREME /

DUTRONE / ASTRAL) 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 42.00 Ru.m 71.93 72.65

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

including fitting of (FINOLEX / SUPREME /

DUTRONE / ASTRAL) 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, laying and jointing in true line and level 25.00 Ru.m 168.67 170.36

15mm dia. C-PVC PLUMBING PIPE line (SDR-

13.5) having National Sanitation Foundation (NSF)

seal for potable water 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.

5 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.

6 Providing and fixing 40mm dia. Zoloto bronze 4.00 Nos. 2505.31 2530.36

handle valve including fixing in pipeline and testing

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

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 1 of

(PLUMBING AND SANITATION WORKS)

It. Total Rate Rate with Amount

Description Unit

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

7 Providing and fixing 25mm dia. Zoloto bronze 3.00 Nos. 1078.78 1089.57

handle valve including fixing in pipeline and testing

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

8 Providing and fixing 15mm dia. Bib tap with flange 10.00 Nos. 1310.98 1324.09

of Jaquar Florentine Series make model no. FLR-

5047N / Hindware element series make F360004 /

Cera Fountain series make F2013151 including

fixing in pieline and testing the same… etc.,

complete., as directed by EIC

9 Providing and fixing 15mm dia. angular Stop tap 2.00 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

10 Providing and fixing Single Lever Exposed Parts Kit 4.00 Nos. 5431.41 5485.72

of Hi-flow DIVERTER Consisting of Operating

Lever, Cartridge Sleeve, Wall Flange (with Seals),

Button Assembly Sleeve & Button of Jaquar

Florentine series make FLR-5079NK / Hindware

make F360015 including Concealed Body for Single

Lever High Flow Diverter with Button Assembly, But

without Exposed Parts of Jaguar modal no. ALD-

079N / Hindware make F850091ACP including

Bathtub Spout with Wall Flange of Jaquar Florentine

series make SPJ-5429S / Hindware make F360009,

fixing in pieline and testing the same… etc.,

complete., as directed by EIC

11 Providing and fixing Overhead SHOWER 180mm 4.00 Nos. 3037.20 3067.57

dia. Round shape single flow (ABS body crome

plated with grey face plate with rubit cleaning

system) of JAQUAR modal no. OHS-1759 /

Hindware make F500008 including Shower arm

casted 190mm long flat shape for wall mounted

shower with wall flange of Jaguar modal no. SHA-

483 / Hindware make F330029, fixing in pieline and

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

12 Providing and fixing rimless Wall Hung W.C. with 3.00 Nos. 9809.86 9907.96

PP soft closeslim seat cover, Hinges, Accessories

set (555x355x370mm) Jaquar Florentine series

make FLS-WHT-5953PPSM / Hindware enigma

(545x345x360mm) model no. 92531(P-23) starwhite

with integral "P" or "S" trap including 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, Hand

shower (Health faucet) with 1m long easy flex tube

in chrome finish and wall hook of Jaquar ALD-565 /

Hindware F160059 including jointing the trap with

soil pipe, fixing in latch wall and testing the same

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

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 2 of

(PLUMBING AND SANITATION WORKS)

It. Total Rate Rate with Amount

Description Unit

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

13 Providing and fixing water closet (Orrisa pan) 1.00 Nos. 2409.96 2434.06

having size 510mmx400mm of CERA (Prima) code

no.2071 superior colours including "P" trap /

Hindware Asian Pan (500x400mm) model no.

starwhite with trap, earthwork, bed concrete and

testing the same..etc. complete as directed by EIC.

14 Providing and fixing 40 mm dia Metropole flush 3.00 Nos. 3327.45 3360.72

valve dual flow concealed body with exposed shut

off provision and 100mm square plate (3 / 6 lits. per

flushing) of Jaquar make modal no.FLV-1089NSQ /

Hindware make model no. F860042 including fixing

in pipe line and necessary testing etc Complete as

directed by E.I.C.

15 Providing and fixing 25 mm dia. Flush cock of 1.00 Nos. 1881.76 1900.58

Jaquar make modal no.ALD-081 + Florentine Series

FLR-5083NK / Hindware make model no. F850105

+ F360052 / Cera Fountain series make F2013751+

F4060101 including fixing in pipe line and necessary

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

16 Providing & fixing Table top WASH BASIN with 5.00 Nos. 6866.78 6935.45

fixing accessories of Jaquar Florentine series

(520x360x125mm) model no. FLS-WHT-5931 /

Hindware make Rubbic (480x365x135mm) model

no. 91041 star white with single hole for pillar tap

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 directed by E.I.C.

17 Providing and fixing 600 mm X 450 mm Bevelled 6.00 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

18 Providing and fixing Towel ring square with round 6.00 Nos. 1058.23 1068.81

flange of Jaquar model no. ACN-1121N / Hindware

model no. F840002 fixed with screws etc. complete

as directed by E.I.C.

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 3 of

(PLUMBING AND SANITATION WORKS)

It. Total Rate Rate with Amount

Description Unit

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

19 Providing and fixing Towel rack 600mm long with 4.00 Nos. 2430.31 2454.61

lower hangers, Stainless steel of Jaquar model no.

ACN-1181S / Hindware model no. F840010 fixed

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

20 Providing and fixing Shower basket small of Jaquar 13.00 Nos. 1094.34 1105.28

model no. ACN-1177N / Hindware model no.

F840004 fixed with screws etc. complete as directed

21 Providing and fixing Soap dispenser with glass 13.00 Nos. 1148.50 1159.99

bottle of Jaquar model no. ACN-1135N fixed with

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

22 Providing and fixing Tumbler Holder of Jaquar 6.00 Nos. 643.00 649.43

model no. ACN-1141N / Hindware make model no.

F880001 fixed with screws etc. complete as directed

23 Providing and fixing Corner Glass Shelf (with 5.00 Nos. 1148.50 1159.99

Bracket) of Jaquar model no. ACN-1173 fixed with

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

24 Providing and fixing Double Arm Wall Mounted 1.00 Nos. 3910.72 3949.83

Reversible Plain / Magnifying (X3) Pivotal Mirror of

Jaquar model no. ACN-1193N fixed with screws etc.

complete as directed by E.I.C.

25 Providing and fixing Toilet Roll holder with SS flap 3.00 Nos. 1004.07 1014.11

of Jaquar model no. ACN-1153S / Hindware model

no. F840009 fixed with screws without damaged the

dedo tiles etc. completed as directed by E.I.C.

26 Providing and fixing P.V.C. Nahni Supreme Trap 9.00 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.

27 Providing, laying and jointing (to level or slopes) 42.10 Ru.m 427.57 431.85

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

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

DUTRONE / ASTRAL) 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.

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 4 of

(PLUMBING AND SANITATION WORKS)

It. Total Rate Rate with Amount

Description Unit

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

28 Providing, laying and jointing (to level or slopes) 55.10 Ru.m 235.87 238.23

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

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

DUTRONE / ASTRAL) 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.

29 Providing, laying and jointing (to level or slopes) 23.00 Ru.m 115.86 117.01

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

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

DUTRONE / ASTRAL) 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.

30 Providing and fixing 110mm dia. P.V.C. Cowl vent 3.00 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

31 Providing and fixing 75mm dia. P.V.C. Cowl vent of 3.00 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

32 Dismentalling work (Any type of plumbing & 1.00 Job 15000.00 15150.00

drainage pipe line and fittings, W.C., wash basin,

bath tub, taps, nhani trap etc) including stacking of

serviceable material and disposal of unserviceable

material from site of work with all lead and lift

including credit for the serviceable material like (Any

type of plumbing & drainage pipe line and fittings,

W.C., wash basin, bath tub, taps, nhani trap etc) as

these material is the property of contractor etc.

compeleted as directed by EIC.

TOTAL COST OF PLUMBING & SANITATION WORKS

Sign of contractor Executive Engineer,

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 5 of

SPECIFICATION INDEX

NAME OF WORK: REPAIRING OF E-2 TYPE QUARTERS AT A.A.U., ANAND.

SPECIFICATION INDEX

Specification Index

Description of Item Remark

No. Vol. Item Para Page

1 Dismentalling of Tiles of stone flooring laid in mortar i 20.23 1.0 to 2.2 148 Demolition shall be carried out as per

including stacking of serviceable material and disposal instuction of EIC.

of unserviceable material from site of work with all lead

and lift etc. compeleted as directed by EIC.

2 Dismentalling of PCC including stacking of serviceable i 20.1 (ii) 1.0 to 2.2 147,148 Demolition shall be carried out as per

material and disposal of unserviceable material from instuction of EIC.

site of work with all lead and lift etc. compeleted as

directed by EIC.

3 Demolition of R.C.C. work etc. compeleted as directed i 20.3 1.0 to 2.2

4 Demolition of Brick Work in cement mortar etc. i 20.11 (II) 1.0 to 2.1

compeleted as directed by EIC.

5 Removing and scraping of old deteriorated plaster of ii Spe.-1 -----

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.

TECTONICS ARCHITECTURAL CONSULTANTS Page No:1 of

SPECIFICATION INDEX

Specification Index

Description of Item Remark

No. Vol. Item Para Page

6 Dismentling doors, windows, ventilators etc. (wood or i 20.49 (I) 1.0 to 2.4 150 Demolition shall be carried out as per

steel) shutters including chowkhats architraves, instuction of EIC.

holdfasts and other attachment etc. complete and

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

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

directed by E.I.C.

7 Dismentalling of terrace (Brick tile covering with china i 20.21 1.0 to 2.2

mosaic water proofing) etc. compeleted as directed by ------

8 Credit for the useful material like (Tiles / Stone, Door - - - - Credit will be deducted for the

shutters with frame, Ventilators, grill, Chharu, dismentalled material like (Tiles / Stone,

Reinforcement steel etc) due to Dismentalling the Door shutters with frame, Ventilators, grill,

existing different items. (Agency is the owner of this Chharu, Reinforcement steel etc) due to

dismentalled useful material which is not reused) Dismentalling the existing different items

as these material are property of

contractor which is not reused

9 Dressing and levelling in loose or soft soil including i 4.0.0.(A) 1.0 to 6.2 29 Only Dressing shall be carried out.

watering…. etc complete.

10 Providing and laying C.C. 1:3:6 excluding cost of i 5.3.2(A) 1.0 to 2.7.2 38 ------

formwork in foundation & plinth…. etc complete.

11 Providing and laying C.C. 1:3:6 excluding cost of i 5.3.2(A) 1.0 to 2.7.2 38 ------

formwork at floor Two lvl. to floor Three lvl.…. etc i 5.4.13 1.0 to 2.2

TECTONICS ARCHITECTURAL CONSULTANTS Page No:2 of

SPECIFICATION INDEX

Specification Index

Description of Item Remark

No. Vol. Item Para Page

12 P/L & constructing Brick work using burnt clay i 6.19(B) 1.0 to 2.2 53 Read C.M. 1:6 instead of C.M.1:5

conventional brick in C.M. 1:6 from floor Two lvl. to floor i 6.20 1.0 to 2.3

Three lvl…. etc complete.

13 P/L & constructing Half Brick work using burnt clay i 6.30(I)(B) 1.0 to 2.1 54 ------

conventional brick in C.M. 1:4 above P.L. to floor Two

lvl…. etc complete.

14 P/L & constructing Half Brick work using burnt clay i 6.30(I)(B) 1.0 to 2.1 54 ------

conventional brick in C.M. 1:4 from floor Two lvl. to floor i 6.33(B) 1.0 to 2.2

Three lvl…. etc complete.

15 INTERNAL PLASTER: i 17.58(II) 1.0 to 2.2 120 Read 15mm thick instead of 10mm thick.

Providing & applying 15mm THICK CEMENT i 17.69 1.0 to 2.3 121 Item shall be carried out by fixing chicken

PLASTER in single coat on fair side of brick or concrete net of 150mm wide strip at joint of

wall for interior / exterior plastering from Plinth level to masonary & RCC.

floor Two 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... etc., complete as

directed by E.I.C.

16 INTERNAL PLASTER: i 17.58(II) 1.0 to 2.2 120 Read 15mm thick instead of 10mm thick.

Providing & applying 15mm THICK CEMENT i 17.69 1.0 to 2.3 121 Item shall be carried out by fixing chicken

PLASTER in single coat on fair side of brick or concrete i 17.94(I) 1.0 to 2.3 122 net of 150mm wide strip at joint of

wall for interior / exterior plastering from floor Two level i 17.94(III) 1.0 to 2.2 122 masonary & RCC.

to floor Three 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... etc., complete as

directed by E.I.C.

TECTONICS ARCHITECTURAL CONSULTANTS Page No:3 of

SPECIFICATION INDEX

Specification Index

Description of Item Remark

No. Vol. Item Para Page

17 P/L 8/10mm thick Vitrified Tiles flooring over 20mm i 14.29 1.0 to 3.2 96,97 Read 8/10mm thick Vitrified tiles instead

average th. base of C.M.1:6 …. etc complete. of 6mm thick White Glazed tiles.

18 P/L 18mm thick Polished Granite Stone (hand cut) slab i 14.43(A) 1.0 to 3.2 98,99 Item should be carried out including

(Minimum 1.50m long peice) flooring over 20mm Minimum 1.50m long peice.

average th. base of C.M.1:6 …. etc complete. Read Polished Polished Granite stone

instead of Kotah stone.

19 P/L 8/10mm thick Vitrified Tiles flooring for Toilets over i 14.29 1.0 to 3.2 96,97 Read 8/10mm thick Vitrified tiles instead

20mm average th. base of C.M.1:6 …. etc complete. of 6mm thick White Glazed tiles.

Item shall be carried out as per

description in Schedule-B & including

apoxy grout filling without any extra cost.

20 P/L 8/10mm thick Vitrified Tiles flooring for Terrace over i 14.29 1.0 to 3.2 96,97 Read 8/10mm thick Vitrified tiles instead

20mm average th. base of C.M.1:6 …. etc complete. of 6mm thick White Glazed tiles.

Item shall be carried out as per

description in Schedule-B & including

apoxy grout filling without any extra cost.

21 P/L 8/10mm thick Vitrified Tiles flooring for Parking over i 14.29 1.0 to 3.2 96,97 Read 8/10mm thick Vitrified tiles instead

20mm average th. base of C.M.1:6 …. etc complete. of 6mm thick White Glazed tiles.

TECTONICS ARCHITECTURAL CONSULTANTS Page No:4 of

SPECIFICATION INDEX

Specification Index

Description of Item Remark

No. Vol. Item Para Page

22 P/L 8/10mm thick Vitrified Tiles in riser of step, skerting i 14.32 1.0 to 3.2 97 Read 10mm thick Vitrified tiles instead of

for Rooms laid over 10mm average th. base of C.M.1:3 6mm thick White Glazed tiles.

…. etc complete. Item shall be carried out as per

description in Schedule-B & including

apoxy grout filling without any extra cost.

23 P/L 18mm thick Polished Granite Stone (hand cut) slab i 14.44 1.0 to 3.2 99 Item should be carried out including

(Minimum 1.50m long peice) in riser of step, skerting Minimum 1.50m long peice.

laid over 10mm average th. base of C.M.1:3 …. etc Read Polished Polished Granite stone

complete. instead of Kotah stone.

24 P/L 8/10mm thick Vitrified Tiles in Dedo for Toilets laid i 14.32 1.0 to 3.2 97 Read 10mm thick Vitrified tiles instead of

over 10mm average th. base of C.M.1:3 …. etc 6mm thick White Glazed tiles.

complete. Item shall be carried out as per

description in Schedule-B & including

apoxy grout filling without any extra cost.

25 P/L 8/10mm thick Vitrified Tiles in skirting for Terrace i 14.32 1.0 to 3.2 97 Read 10mm thick Vitrified tiles instead of

laid over 10mm average th. base of C.M.1:3 …. etc 6mm thick White Glazed tiles.

complete. Item shall be carried out as per

description in Schedule-B & including

apoxy grout filling without any extra cost.

26 Providing & fixing Gray Granite stone at window sill, ii Spe.-2 ----- 3,4 Item should be carried out as per detailed

jams & sofit…. etc complete as directed by EIC. drawing.

TECTONICS ARCHITECTURAL CONSULTANTS Page No:5 of

SPECIFICATION INDEX

Specification Index

Description of Item Remark

No. Vol. Item Para Page

27 P/F 30mm th. Both side Laminated water proof Flush ii Spe.-3 ----- 5,6 Item should be carried out as per detailed

Door shutter including oil paint etc…. complete. drawing.

28 Providing and fixing Aluminium chanel plus PVC blades ----- ----- ----- ----- Item shall be carried out as per

LOUVERED GLASS VENTILATOR …… etc complete description in Schedule-B

as directed by EIC.

29 Providing and fixing fully glazed 15 micron colour ----- ----- ----- ----- Item should be carried out as per

anodized Aluminium FIXED MOSQUITO NET discription in schedule-B.

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

S.S. jali having S.S. wire of average apeture 1.40mm

and wire dia. of 0.63mm 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 the EIC.

30 P/F M.S. Grill in possition including priming and painting i 10.100(A) 1.0 to 3.2 76 Item should be carried out as per detailed

…etc complete. i 19.2 1.0 to 3.5 139 drawing.

31 P/A chemical water proofing treatment to the terrace ii Spe.-4 ----- 7 to 10 ------

including vata…..etc complete.

32 P/A chemical water proofing treatment to the terrace ii Spe.-5 ----- 11,12 ------

including vata…..etc complete.

TECTONICS ARCHITECTURAL CONSULTANTS Page No:6 of

SPECIFICATION INDEX

Specification Index

Description of Item Remark

No. Vol. Item Para Page

B PLUMBING AND SANITATION WORK

1 Providing and fixing to wall, ceilling and floor 40mm i 23.4 (D) 1.0 to 3.5 161,162 Read U-PVC plumbing pipe instead of

dia. U-PVC plumbing pipe line with all necessary G.I. pipe.

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

2 Providing and fixing to wall, ceilling and floor 25mm i 23.4 (C) 1.0 to 3.5 161,162 Read U-PVC plumbing pipe instead of

dia. U-PVC plumbing pipe line with all necessary G.I. pipe.

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

3 Providing and fixing to wall, ceilling and floor 15mm i 23.4 (A) 1.0 to 3.5 161,162 Read U-PVC plumbing pipe instead of

dia. U-PVC plumbing pipe line with all necessary G.I. pipe.

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

4 Providing and fixing to wall, ceilling and floor 15mm dia. i 23.4 (A) 1.0 to 3.5 161,162 Read C-PVC plumbing pipe instead of

C-PVC plumbing pipe line with all necessary G.I. pipe.

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

5 P/F brass Ball Cock of 40mm dia…etc complete. i 23.00.5(A)(II) 1.0 to 3.2 173 Read 40mm dia. instead of 50mm dia.

6 P/F 40mm dia. Zoloto bronze full way handle valve i 23.99(E) 1.0 to 3.2 171 Read Zoloto bronze full way handle valve

…..etc complete. instead of gun metal check or non return

7 P/F 25mm dia. Zoloto bronze full way handle valve i 23.99(C) 1.0 to 3.2 171 Read Zoloto bronze full way handle valve

…..etc complete. instead of gun metal check or non return

TECTONICS ARCHITECTURAL CONSULTANTS Page No:7 of

SPECIFICATION INDEX

Specification Index

Description of Item Remark

No. Vol. Item Para Page

8 P/F 15mm dia. brass polished bright screw down Bib i 23.92(C)(I) 1.0 to 2.1 170 Read Brass polished bright screw down

Tap …..etc complete. instead of gun metal screw down

9 P/F 15 mm dia. brass screw down Stop Tap ….etc i 23.96(A) 1.0 to 3.2 171 ------

10 P/F Single Lever Exposed Parts Kit of Hi-flow - - - - Item shall be carried out as per

DIVERTER ….etc complete. description.

11 P/F 15 Overhead SHOWER 180mm dia. Round shape i 23.141(A) 1.0 to 3.2 169 Item shall be carried out as per

single flow (ABS body crome plated with grey face plate description.

with rubit cleaning system)….etc complete.

12 P/F rimless Wall Hung W.C. with PP soft closeslim seat i 23.112(A)(I) 1.0 to 3.3 165 Item shall be carried out including integral

cover, Hinges, Accessories set (555x355x370mm) with i 23.113(A) 1.0 to 3.2 165 P or S trap, seat cover, Hand shower

integral "P" or "S" trap…..etc complete. i 23.96(A) 1.0 to 3.2 171 (Health faucet) with 1m long easy flex

tube in chrome finish and wall hook and

angular stop cock without any extra cost.

13 P/F water closet sqating pan (Orissa pan) size i 23.111(A)(I) 1.0 to 3.3 163 Item shall be carried out including P trap,

500x400mm …..etc complete. i 23.113(A) 1.0 to 3.2 165 bed concrete & earth work without any

extra cost and read size 500x400mm

instead of 580mm.

14 P/F 40 mm dia Metropole flush valve dual flow i 23.00(II) 1.0 to 3.2 171 Item shall be carried out as per

concealed body with exposed shut off provision and description.

100mm square plate (3 / 6 lits. per flushing)…..etc Read 40mm dia Metropole flush valve

complete. instead of 32mm dia. Flush cock.

TECTONICS ARCHITECTURAL CONSULTANTS Page No:8 of

SPECIFICATION INDEX

Specification Index

Description of Item Remark

No. Vol. Item Para Page

15 P/F 25mm dia. C.P. brass push up Flush Cock …..etc i 23.00(II) 1.0 to 3.2 171 Read push up flush cock instead of half

complete. turn flush cock.

16 P/F white colour flat vetrious china clair Wash Basin i 23.127 1.0 to 3.2 167 Item shall be carried out including C.I. or

500mm x 400mm size including pillar trap …etc i 23.135(A) 1.0 to 3.2 168 M.S. bracket, pillar tap, stop tap, 32 mm

complete. i 23.95(A) 1.0 to 3.2 171 dia. C.P.brass waste pipe & coupling for

i 23.96(A) 1.0 to 3.2 171 the same, rubber plug & all other fittings

i 23.134 1.0 to 3.1 172 without any extra cost.

17 P/F 600mm x 450mm bevelled edge Mirror …etc i 23.143 1.0 to 3.1 169 ------

18 P/F Towel ring square with round flange…etc complete. i 23.143 1.0 to 3.1 169 Item shall be carried out as per

Read Towel ring instead of Mirror.

19 P/F Towel rack 600mm long with lower hangers, i 23.143 1.0 to 3.1 169 Item shall be carried out as per

Stainless steel…etc complete. description.

Read Towel rack instead of Mirror.

20 P/F Shower basket small…etc complete. i 23.143 1.0 to 3.1 169 Item shall be carried out as per

Read Shower basket instead of Mirror.

21 P/F Soap dispenser with glass bottle…etc complete. i 23.143 1.0 to 3.1 169 Item shall be carried out as per

Read Soap dispenser instead of Mirror.

TECTONICS ARCHITECTURAL CONSULTANTS Page No:9 of

SPECIFICATION INDEX

Specification Index

Description of Item Remark

No. Vol. Item Para Page

22 P/F Tumbler Holder…etc complete. i 23.143 1.0 to 3.1 169 Item shall be carried out as per

Read Tumbler Holder instead of Mirror.

23 P/F Corner Glass Shelf (with Bracket)…etc complete. i 23.143 1.0 to 3.1 169 Item shall be carried out as per

Read Corner Glass Shelf (with Bracket)

instead of Mirror.

24 P/F Double Arm Wall Mounted Reversible Plain / i 23.143 1.0 to 3.1 169 Item shall be carried out as per

Magnifying (X3) Pivotal Mirror …etc complete. description.

Read Double Arm Wall Mounted

Reversible Plain / Magnifying (X3) Pivotal

Mirror instead of Mirror.

25 P/F Toilet Roll holder with SS flap …etc complete. i 23.143 1.0 to 3.1 169 Item shall be carried out as per

Read Toilet Roll holder instead of Mirror.

26 P/F PVC Nahni Trap of (110x75mm) nominal diameter ii Spe.-6 ----- 13 ------

with greeting zali 100mm size….etc complete.

27 Providing, laying and jointing 110mm int. dia. PVC pipe ii Spe.-7 ----- 14 ------

for drainage line in floors or fitted in walls ….etc

28 Providing, laying and jointing 75mm int. dia. PVC pipe ii Spe.-7 ----- 14 Read 75mm dia. PVC pipe instead of

for drainage line in floors or fitted in walls ….etc 110mm dia. PVC pipe.

TECTONICS ARCHITECTURAL CONSULTANTS Page No:10 of

SPECIFICATION INDEX

Specification Index

Description of Item Remark

No. Vol. Item Para Page

29 Providing, laying and jointing 40mm int. dia. PVC pipe ii Spe.-7 ----- 14 Read 40mm dia. PVC pipe instead of

for drainage line in floors or fitted in walls ….etc 110mm dia. PVC pipe.

30 P/F 110 mm dia. PVC Cowl Vent ….etc complete. ii Spe.-8 ----- 15 ------

31 P/F 75 mm dia. PVC Cowl Vent ….etc complete. ii Spe.-14 ----- 15 Read 75mm dia. PVC cowl vent instead

of 110mm dia. PVC cowl vent.

32 Dismentalling work (Any type of plumbing & drainage i 20.56 1.0 to 2.3 151 Demolition shall be carried out as per

pipe line and fittings, W.C., wash basin, bath tub, taps, i 20.001 1.0 to 2.1 151 instuction of EIC.

nhani trap etc) including stacking of serviceable Credit will be deducted for the

material and disposal of unserviceable material from dismentalled material like (Any type of

site of work with all lead and lift including credit for the plumbing & drainage pipe line and

serviceable material like (Any type of plumbing & fittings, W.C., wash basin, bath tub, taps,

drainage pipe line and fittings, W.C., wash basin, bath nhani trap etc) as these material are

tub, taps, nhani trap etc) as these material is the property of contractor

property of contractor etc. compeleted as directed by

Sign of contractor Executive Engineer, AAU, Anand

TECTONICS ARCHITECTURAL CONSULTANTS Page No:11 of

SPECIFICATION VOLUME-II

GENERAL TECHNICAL SPECIFICATIONS

TECTONICS ARCHITECTURAL CONSULTANTS Page no.1 of

SPECIFICATION VOLUME-II

SPECIFICATION OF CIVIL WORK:-

SPECIFICATION-1 (ITEM NO. - 5)

Removing and scraping of any type of Cement Plaster of any thickness from wall / RCC

member including stacking of serviceable material and disposal of unserviceable material

from site of work with all lead and lift etc. completed as directed by E.I.C.

In general the work shall be carried out as per the standard specification of P.W.D.,

C.P.W.D., relevant drawing and as per the instruction of Engineer in charge.

The relevant specification of item no. 20.1 (I) shall be followed except that the dismantling of

plastering work shall be done. All unserviceable materials, rubbish etc, shall be stacked as

directed by the engineer in charge. Any serviceable material obtained during dismantling or

demolition shall be separated out and stacked properly.

Mode of measurement and payment:-

The relevant specification of item no. 20.1 (I) shall be followed except that the plastering

work shall be measured in sq.m.

The rate shall be for a unit of one square meter.

TECTONICS ARCHITECTURAL CONSULTANTS Page no.2 of

SPECIFICATION VOLUME-II

SPECIFICATION - 2 (ITEM NO. – 26)

Providing & fixing 18mm thick GRANITE STONE single or sandwich type at door / window

sill, jams, soffit etc. fixing with CM 1:2 (1 cement: 2 coarse sand), Araldite and screws if

necessary including mirror polishing and making quarter round molding 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)

In general the work shall be carried out as per standard specification of P.W.D / C.P.W.D.,

relevant drawing & as per the instruction of EIC.

The polished Granite stone shall be approved quality, free from defects and dressed in

fashion & sated under specification. The thickness shall be as stated in description with 3mm

tolerance. The stone shall be of uniformed in color with straight edges. The sides of machine

cut and machine polished stones shall have perfect right angles and surface on earth.

The Granite stone shall be fixed on window sill in two pieces overlapping each other as

directed by EIC. The width of outer strip of Granite stone resting on sill shall be 225mm. The

outer strip shall fix towards outside of wall by keeping flush with external plaster and having

a half round molding of 9mm size is projected outside from external plaster. The width of

inner strip of granite stone resting on outer strip shall be 100mm. The inner strip shall fix

towards inside of wall by keeping 9mm projected from internal plaster. The inner side of

inner strip shall have half round molding. The overlapping of outer strip & inner strip shall be

25mm and fixed by doing sandwich. The both strips shall fix with each other at overlapping

by means of araldite. The outer and inner strip of granite stone shall be fixed on rough

surface of wall. These two outer and inner strips are for bottom of sill only. For jams and sofit

of window only one strip of 300mm wide is fixed on both the sides of window and chhajja

bottom of window. This one strip is half round molded of size 9mm on both the edges and

placed in such a way that both edges is projected 9mm from internal plaster and external

plaster. The mortar pads of 1:2 CM of uniform width shall be stuck on to the wall at close

intervals and the granite stone pressed on it firmly, the remaining cavities if any shall be filled

with grout of cement mortar of the same proportion. The sound coming on gentling tapping

of slab will indicate if there are hollows. If the hollow can be filled with grout and finished slab

is continue give a hollow sound on taping, the slab shall be removed and reset. The stone

TECTONICS ARCHITECTURAL CONSULTANTS Page no.3 of

SPECIFICATION VOLUME-II

shall be fixed truly in line & level as shown in plans. The surface shall be protected from sun

and rain and curd for ten days and shall be fairly polished.

Mode of measurement and payment:

The granite stone at sill, jams & sofit shall be considered for measuring the area of granite

stone. Overlapping of granite stone is considered extra for measuring the area of granite

stone. Measurement shall be taken in length and width of completed dimension. The rate

includes for execution of whole item and shall be paid for a unit of one square meter of

granite stone as per actual work done.

TECTONICS ARCHITECTURAL CONSULTANTS Page no.4 of

SPECIFICATION VOLUME-II

SPECIFICATION - 3 (ITEM NO. – 27)

Providing and fixing 30mm thick Both Side Laminated 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.

In general the work shall be carried out as per the standard specification of P.W.D.,

C.P.W.D., relevant drawing and as per the instruction of Engineer in charge.

The flush door shutter shall be confirmed M-30 (30.1 to 30.6 / P.16 / V.1). The fixtures and

fasting as describe above description shall be confirmed M-43 (43.1 to 43.15.1 / P.19,20 /

V.1). The Indian teak wood frame shall be confirmed M-29 (29.1 to 29.6.1 / P.15,16 / V.1).

The Oil paint of door shutter and frame shall be confirmed M-44 (44.1 (A) to 44.1.3 / P.21 /

V.1). The laminate of door shutter must be of ISI mark and good in design, color and in fining

with approved brand subject to as per description of item in schedule -B.

The fixing of laminates on flush door as describes bellow.

Clean surfaces of flush door from dust, dirt and other particles, spread of fixer solutions

evenly all over surfaces flush door shutter, past laminates on flush door shutter and pressed

with weight and fixed by 0 sizes nails for 1-2 days, after removing nails the air babuls if found

the laminates must be removed and fix it again.

The workmanship of frame shall be confirm to 10.1(A) on page no-68 para no.-2.2 to 2.7, the

workmanship of Flush door shutter shall be confirm to 10.30 on page no.-72 para no.-2.0 to

2.2, priming coat shall be confirmed to 19.59 (C) on page no.-141 para no.-2.0 to 2.1, and

painting shall be confirmed to 19.71 on page no-142 parano.-2.0 to 2.2 of specification vol.-I.

TECTONICS ARCHITECTURAL CONSULTANTS Page no.5 of

SPECIFICATION VOLUME-II

Fixtures and fastening:-

The rate shall includes Brass hinges 150x70x3mm, Brass tower bolt 152x9.5mm, Handle,

Surface bolt heavy “D” type 4x102; all this fixing with iron screws and fitting as per table

given in annexure I-II of specification vol.-I. on page 188,189 and as per detailed drawing

given by architect at the time of work execution.

Mode of measurement and payment:-

The rate including cost of all materials, tools, plants and labour involved in

satisfactory completion of work including cost of primers & painting etc.

The rate shall be for unit of one sq.m as per actual work done.

The work shall be carried out as per detailed drawings and as directed by EIC.

TECTONICS ARCHITECTURAL CONSULTANTS Page no.6 of

SPECIFICATION VOLUME-II

SPECIFICATION - 4 (SR. NO. – 31)

Providing & applying CHEMICAL WATER 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.

In general the work shall be carried out as per the standard specification of P.W.D.,

C.P.W.D., relevant drawing and as per the instruction of Engineer in charge.

Dr. Fixit Pidifine 2K is a acrylic cementitious, polymer modified elastomeric, waterproofing &

protective coating composed of best quality Portland cement, properly selected & graded

aggregates, additives & acrylic emulsion polymer as a binder. It is applied to waterproof and

protect concrete and masonry substrates.

Areas of Application:

Dr. Fixit Pidifine 2K must be applied to new or old concrete substrates that are structurally

- Excellent as a waterproof coating for bathrooms, kitchen sinks, balconies, etc.

- Ideal as a coating for waterproofing of chhajjas, canopies, etc.

- As waterproof coating on internal sides of domestic water tanks.

- Good for waterproofing of sloped roofs.

- As a waterproof coating for terraces of areas up to 100-150 m2.

Features & Benefits:

- Elastomeric – elastomeric flexible coating that accommodate cracks up to 2 mm with an

elasticity of 40-50%

- Low water permeability – excellent resistance to ingress of water

- A dhesion – excellent adhesion to concrete and masonry surfaces

- E co-friendly – Non-toxic with low VOC content

- CFTRI certified – as a “potable water safe” coating for waterproofing for water tanks

TECTONICS ARCHITECTURAL CONSULTANTS Page no.7 of

SPECIFICATION VOLUME-II

Method of Application

1. SURFACE PREPARATION:

- The surface of application must be thoroughly prepared by mechanical means, to remove

all loose particles, laitance, etc.

- Oil and grease, if any, must be de-greased with suitable solvents. It then must be washed

off with jet of water and brought to touch dry state. Any surface undulations, cracks and

crevices must be duly filled or repaired with cement sand mortar mixed with latex polymers

Dr. Fixit Pidicrete URP / Dr. Fixit Pidicrete MPB.

- Shake the liquid component well to a homogenous milky colour.

- Use heavy duty slow speed mechanical mixer fitted with a suitable paddle for mixing the

two components of the material.

- In a mixing vessel, slowly add the powder component in to the liquid under continuous

stirring. Continue to stir thoroughly to achieve a lump free homogenous slurry.

3. APPLICATION:

- I t is important that any pipe inserts or sanitary fittings should have been fitted grouted with

suitable products from the Dr. Fixit range well before taking up the application.

- To grout pipe inserts, use Dr. Fixit Pidicrete 5M, non-shrink, flow applied cementitious grout

to gaps around the pipes. Water pipes however will be best grouted by filling with polymer

modified mortar prepared with Dr. Fixit Pidicrete URP / MPB.

- It is mandatory that all works of plumbing and sanitation must be complete before taking up

application of Dr. Fixit Pidifin 2K.

- The surface of application must be pre-wetted thoroughly with water & brought to a touch

dry state. Take up the first coat application with a stiff nylon brush. Work well into the

substrate, to ensure that all small undulations are completely filled with the coating.

- 6 to 8 hrs after completion of first coat, take up second coat application in a direction

perpendicular to the first.

- Complete the application and leave to air cure for 2 days. A moist hessian cloth can be

kept over the coated surface to protect it from the effect of direct sunlight, in case of small

open balconies or terraces, in bathrooms and internal areas. Leave the coating without water

curing for 2 days at least.

- In new bathrooms, typically, Dr. Fixit Pidifin 2K must be applied all over the sunken slab

portion and upwards over the masonry walls up to a height of 6-7 feet, i.e. Over the splash

zone of shower, etc. to ensure complete waterproofing.

- In refurbishment of bathrooms & wet areas, if brickbat coba waterproofing exists, it will

have to be made good by repairing /filling cracks, etc. with polymer modified mortar using Dr.

TECTONICS ARCHITECTURAL CONSULTANTS Page no.8 of

SPECIFICATION VOLUME-II

Fixit Pidicrete URP. Again, pipe inserts etc., must be checked and refilled with Dr. Fixit

Pidigrout 5M or Pidicrete URP as the case may be. Water and plumbing pipes must be

concealed using polymer modified mortar made from Dr. Fixit Pidicrete URP/ Dr. Fixit

- Plasters used to re-level surfaces in bathrooms must be admixed with Dr. Fixit Pidiproof

LW+. Dr. Fixit Pidifin 2K can then be applied all over. Tile adhesives can directly be used to

lay tiles over Dr. Fixit Pidifin 2K, in walls.

- If the membrane is applied in areas exposed to foot traffic, it must be protected with a

screed overlaid, during the application itself.

Precautions & Limitations

- Do not part mix. Mix the entire quantity of both the components at one go.

- Do not dilute.

- Always add powder to liquid to avoid lump formation.

- Do not cure by flooding with water.

- Cure the membrane with moist hessian cloths

- Do not conduct any ponding test before it is completely cured for 7 days

- Always protect the membrane with screed in areas exposed to foot and other traffic.

Technical Information

PROPERTIES RESULTS

Nature and type 2 component (1 part polymer & 2 part powder)

Wet density of the mix 1.65 – 1.75 gm/ml

pH of the mix 10.0 –

Pot life of the mix @300C in minutes 40 minimum

Elongation at break at DFT of 1 mm 40% minimum

Water permeability Excellent – no leakage observed after 24 hrs

Approximately 0.6 – 0.75 m2 / kg at 1 mm thickness in 2 coats, depending on the level of the

Shelf Life & Storage

- Shelf life is 12 months from the date of manufacturing.

- Store in shed, protecting from direct sunlight and away from extreme temperature.

- In extremely hot temperature conditions, store in a temperature-controlled environment i.e.

less than 300C.

Health & Safety Precautions

- Dr. Fixit Pidifine 2K is alkaline and should not come into contact with skin or eyes.

TECTONICS ARCHITECTURAL CONSULTANTS Page no.9 of

SPECIFICATION VOLUME-II

- Avoid inhalation of dust during mixing.

- Gloves, goggles and dust masks should be worn, during mixing and handling the product.

Any contact to eyes should be washed immediately with clean water and seek medical

Mode of measurement and payment:-

 The rate including all the material and labour involved in the satisfactory completion

 The item with all respect, the payment shall be made on square meter basis and

measurement shall be taken as per the clear inside length and breadth from parapet

wall and average over finishing floor as breadth.

 A guarantee bond of ten years guarantee requisite stamp paper shall be given by the

contractor to the department. Any defect will be observed later on, shall be rectified

by the contractor at his own risk and cost. Contractor shall be bound to carry out all

such rectification work without claming any extra.

 The rate shall be unit for a one square meter.

TECTONICS ARCHITECTURAL CONSULTANTS Page no.10 of

SPECIFICATION VOLUME-II

SPECIFICATION - 5 (SR. NO. – 32)

Providing & applying CHEMICAL WATER PROOFING treatment to the terrace / sunk slab

including cleaning the surface opening the creaks in " V " grooves patented 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 by EIC.

In general the work shall be carried out as per the standard specification of P.W.D.,

C.P.W.D., relevant drawing and as per the instruction of Engineer in charge.

The cement shall confirm to M-3 (3.1 / P.9 / V.1), water shall confirm to M-1 (1.1 to 1.5 / P.9 /

V.1), sand shall confirm to M-6 (6.1 to 6.3 / P.9, 10 / V.1), water proofing compound shall

confirm to manufacturer’s specification, brick bats shall confirm to M-14 (14.1 to 14.2 / P.12 /

V.1) and cement mortar shall confirm to M-11 (11.1 to 11.3.2 / P.11 / V.1).

The work shall be carried out as per general instruction given by the Engineer in

The water proofing treatment to the terrace shall be laid directly on the R.C.C. base slab in

betting with cement solution of water proof compound as and where found necessary for

filling the honey combs. The cracks in the slab shall be open in “V” groove pattern before the

treatment in down and the same shall be filled with water proof cement mortar in the

proportion of 1:1 (1 cement: 1 sand) as directed by Engineer in charge. Approved brick bats

in C.M. 1:3 (1 cement: 3 sand) shall be laid to provide necessary gradient for easy flow rain

water. Surface shall fully be covered with joint less water proof ¾ thick cement plaster

finished smooth with trowel color cement and shall be marked in 0.30m x 0.30m False

The treatment shall contribute along inner side of 1 parapet and other adjoining walls up to a

height of 30cm in the shape of round vata. The average thickness of the treatment shall be

TECTONICS ARCHITECTURAL CONSULTANTS Page no.11 of

SPECIFICATION VOLUME-II

hard and though suitable for all mortar domestic purpose and shall be cured for at least

days with water filled in terrace up to 15 cm depth at vata. Cement vata as directed and the

requirement of parapet and other as adjoining water up to 15 cm depth at vata for 25 to

hours as directed.

Mode of measurement and payment:-

 The rate incl. all the material and labour involved in the satisfactory completion of

 The item with all respect, the payment shall be made on square meter basis and

measurement shall be taken as per the clear inside length and breadth from parapet

wall and average over finishing floor as breadth.

 A guarantee bond of ten years guarantee requisite stamp paper shall be given by the

contractor to the department. Any defect will be observed later on, shall be rectified

by the contractor at his own risk and cost. Contractor shall be bound to carry out all

such rectification work without claming any extra. The rate shall be unit for a one

TECTONICS ARCHITECTURAL CONSULTANTS Page no.12 of

SPECIFICATION VOLUME-II

SPECIFICATION OF PLUMBING AND SANITATION WORKS:-

SPECIFICATION - 6 (SR. NO. – 26)

Providing and fixing P.V.C. Nahni Supreme Trap (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.

In general the work shall be carried out as per the standard specification of P.W.D.,

C.P.W.D., relevant drawing and as per the instruction of Engineer in charge.

The Nahni trap shall confirm to M-69 (69.1 to 69.3 / P.27 /V.1) (Read P.V.C. nahni trap &

greeting zali instead of cast iron nahni trap & greeting zali). It shall have capacity of 4 kg/Sq.

cm internal pressure. The jointing materials for pipe i.e. adhesive solvent cement shall be of

approved quality and it shall be such that by applying or using it, 100 % water proof joints

can be obtained.

The Nahni trap shall be fitted in pipe line with help of white lead or required material, the joint

shall be leak proof and no water seepage shall be allowed. The lead joints shall be done in

conformation with IS 782-1976.

Mode of Measurement and Payment:

The rate includes cost of all materials, tools, plants and labor involved in satisfactory

completion of work as specified above.

The rate shall be paid per one Number basis as per actual work done.

Measurement shall be in Number of actual work done.

TECTONICS ARCHITECTURAL CONSULTANTS Page no.13 of

SPECIFICATION VOLUME-II

SPECIFICATION – 7 (SR. NO. – 27, 28, 29)

Providing, laying and jointing (to level or slopes) 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.

In general the work shall be carried out as per the standard specification of P.W.D.,

C.P.W.D., relevant drawing and as per the instruction of Engineer in charge.

PVC pipes shall confirm to IS 3076-1968, PVC fitting required shall be of best and approved

Workmanship for PVC pipe shall confirm to 23.8 (2.0 to 2.9.2 / P.162, 163 / V.1).

The pipe shall be fixed in floors or wall in proper level/slope as per detailed drawing and as

directed by E.I.C. with the help of all connections with pipe. Connection of fittings shall be

made with approved adhesive solvent cement and all joints shall be water tight, necessary

testing shall be done. During fixing, no clipart knot building shall be damaged including

cutting and making floors and walls as per original.

Mode of Measurement of Payment:

The rate includes all the cost of all materials, tools, plants and labour involved in satisfactory

completion of work as described above.

The work shall be carried out as per detailed drawings and as directed by EIC.

The rate shall be for a unit of one running meter of actual work done.

Measurement shall be in running meter of actual work done.

TECTONICS ARCHITECTURAL CONSULTANTS Page no.14 of

SPECIFICATION VOLUME-II

SPECIFICATION - 8 (SR. NO. – 30 & 31)

Providing and fixing 110mm dia. P.V.C. Cowl vent of working pressure 4 kg/sq.cm including

jointing with Supreme adhesive solvent cement including fixing the same in true line and

level… etc., completed by EIC

In general the work shall be carried out as per the standard specification of P.W.D.,

C.P.W.D., relevant drawing and as per the instruction of Engineer in charge.

The cowl vent and necessary fittings shall be of rigid P.V.C. and of approved brand and

quality having required thickness, uniform internal diameter, without any defect and having

capacity of 4 kg/sq. cm internal pressure. The jointing materials for pipe i.e. adhesive solvent

cement shall be of approved quality and it shall be such that by applying/using it 100% water

proof joints can be obtained.

The Cowl vent shall be fitted to pipe line with help of white lead or required material, the joint

shall be leak proof and no water seepage shall be allowed.

Mode of measurement and payment:

The rate shall include all materials, tools, plants and labor involved in satisfactory completion

of work as prescribed as above.

The rate shall be paid per one number basis as per actual work done.

Measurement shall be in number of actual work done.

TECTONICS ARCHITECTURAL CONSULTANTS Page no.15 of

Rates of different materials at site required for the execution of works as per specification and wedges of labour to

engaged for the satisfactory completion of the work as per detailed specification.

Labour Category Rate/Unit

1) Skilled Labour Makardam

Carpenter Grade-1

Plumber Grade-I

Blacksmith Grade-I

Any other, if required

2) Semi skilled Labour Bhisti

Carpenter Grade-II

Plumber Grade-II

Wireman Grade-II

Blacksmith Grade-II

Any other, if required

3) Un skilled Labour Male Helper

B) FOR MATERIALS:

Material Unit Rate/Unit Lead in Kms.

1) Cement M.Tonne

2) Tor steel M.Tonne

3) Mild steel M.Tonne

4) Conventional Brick 1000 No.

5) Coarse sand Cu.m

6) Fine sand Cu.m

7) Kapachi 12mm to 20mm Cu.m

8) Valsadi sag finished size Cu.m

9) Mirror polished kotah stone for flooring Sq.m

10) Mirror polished kotah stone for skerting Sq.m

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 1 of

11) Polished Kotah stone for flooring Sq.m

12) Polished Kotah stone for skerting Sq.m

13) Coloured glazed tiles for flooring Sq.m

14) Coloured glazed tiles for dado Sq.m

15) Double side polished kotah stone for

cupboard partition & store racks Sq.m

17) M.S. pipe for relling Ru.m

18) Galvenized pipe of medium size

15mm to 50mm dia. Ru.m

19) P.V.C. pipe of 40mm to 160mm dia. Ru.m

20) Any other major item, if required for

Signature of Contractor Executive Engineer

Date: Anand Agricultural University,

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 2 of

ANAND AGRICULTURAL UNIVERSITY

Details regarding works executed / on hand due contractor

1. Name of the Firm :

3. Qualified Staff :

4. Tools Plant & Equipement :

5. Important works :

A) Carried out as so far :

B) On Hand : Employer / Architect cost

6. Additional information if any :

7. Rate Analysis with basic rates

Signature of Contractor Executive Engineer

Date: Anand Agricultural University,

TECTONICS ARCHITECTURAL CONSULTANTS Page No: 1 of

OFFICE OF THE EXECUTIVE ENGINEER

ANAND AGRICULTURAL UNIVERSITY

LIST OF MATERIAL TO BE USED FOR WORK :-

NAME OF WORK: REPAIRING OF E-2 TYPE QUARTERS AT

Sr. MATERIAL MAKE/PLACE

1 TMT BAR TATA TISCO, KAMDHENU, NATIONAL,

FE 500D GALENT, NRE, NILKANTH, VINAYAK,

GERMEN MAKE ONLY.

2 CEMENT O.P.C- ONLY MAJOR PLANT - ULTRA TECH

CEMENT, HATHI, SIDDHI, AMBUJA, WONDER,

J K, DURAGAURD, COROMANDEL, KAMAL

3 KAPACHI/ BLACK TRAP ONLY

4 SAND SANKHEDA / BADALPUR / BODELI ONLY

5 POLISH GREEN COLOUR ONLY

Only above said material is to be used as per site condition/situation.

Contractor’s sign Executive Engineer

Articles of Agreement made on ……………..between the Anand Agricultural University

(here in after called the 'University') of the one part and contractors

(here in after called the ('Contractor's) of the other part.

WHERE AS the University is desirous of Repairing of E-2 type quarters at A.A.U.,

in all estimated to cost Rs…………………………………………………………………..

and has caused Rs.

drawings and specifications for the work to the done by the University and has invited

tenderes and WHERE AS in response to the invitation the contractors, after having

examined the plans and specification , have agreed to execute the said work subject to the

conditions set forth in the schedule (Tender form filled in by contractors) attached here

to, the work shown upon the said drawings and described in the said specifications and

schedule B of quantities, for such sum as may be ascertained to be payable in terms of the

bill of quantities.

Now it is hereby agreed as follows.

1. In considerations of the said sum to be paid at times and in the manner set forth in

the said specifications, the contractor shall upon and subject to the said schedule B and

specifications execute and complete the work shown upon the said drawings and

described in the said schedule B of quantities and specifications.

2. The University shall pay the contractors the said sum such other sum as shall

become payable here in after at times and in the manner specified in the said schedule B

and specifications.

3. The said schedule B and specifications shall be read and constructed as forming part

of this agreement, and the parties here to shall respectively abide by and submit

themselves to the said schedule B and specifications and perform the agreement on their

parts respectively in such conditions as contained therein.

4. That the contractors here by agree to complete the work of …………………………..

in all respect within ……………………… months as per work order and explicitly agree

to pay the penalty as per clause 2 to the University in the case of their failure to complete

the work before the above date.

5. That the contractors here by bind themselves to carry out the above mentioned work

as per schedule B and specification of the Executive Engineer of the University.

6. The contractor hold themselves entirely responsible for any defect or damage to the

work during the period of the work. In case if any defect is found in the work at any time

within twelve months after the completion of the said work. The contractors here by bind

themselves to make good any such damage and remedy the defects, and in the case of

their failure to do so the Executive Engineer to the University will have the full authority

to get it done at the contractor expenses and recover the amount payable to the contractor

by the University and also from the security deposit paid by the contractor in this behalf

and also from the other amount or property or assets of the contractor laying with the

7. That in case of any dispute between the parties, the contractors here by bind

themselves to abide by the decision of the Vice Chancellor/ UCC which shall be

8. That the University will pay for the work done as per running bills from to time to

time after due satisfaction and approval of the Executive Engineer of the University or

his authorsied Assistant.

9. That the contractors will pay one percent of the bill as water charge only. If water is

supplied at the nearest existing source with the University's own drawing arrangements.

The amount of the security deposit may be refunded at the discretion of the University

on completion of twelve months from the date of completion of work.

10. In witness there of, the Executive Engineer of the University and contractor have

here to respectively set their hands on the day and year first above written.

Signed & delivered by Signed & delivered by

Executive Engineer

Anand Agricultural University Contractor

NAME OF WORK: REPAIRING OF E-2 TYPE QUARTERS

AT A.A.U., ANAND.

I have visited the site and fully acquainted myself with the local situation regarding

materials, labour and other factors pertaining the work and study the plans and estimates

before submitting this tender.

I have carefully studied the conditions of contract, specifications and other documents of

this work and I agree to execute the same accordingly.

I do understand that this is Government work of STATE IMPORTANCE, I, therefore,

solemnly pledge that I shall be sincere in discharging my duties as responsible contractor

and complete the work within the prescribed time limit. I shall submit detailed

construction program with target dates for various item and stages of work keeping in

view the time limit and equipments etc punctually. In case there are deviation from the

construction program, I shall abide by the program and shall be arrange for labours,

materials, equipments accordingly.

Signature of Contractor Executive Engineer

Anand Agriculture University