Construction of VCC Department for Veterinary Science College, Kamdhenu University at Navsari

Name of work : Construction of VCC department for Veterinary science collage at kamdhenu university Navsari

Index Of Specification

Architect : Earth Foundation

Sr. Description of Item Volume no Page no as item no as Remark

standard standard

specification specification

booklet booklet

1 Excavation for foundation upto 1.5 m depth Building 22 4.0.0 A

including sorting out and stacking of useful work

materials and disposing off the excavated stuff Specification

upto 50 Meter lead.(A) Loose and soft soil Booklet

2 Excavation for foundation for depth from 1.5 m to Building 25 4.0.0.1 (B)

3.0 m including sorting out and stacking of useful work

materials and disposing off the excavated stuff Specification

upto 50 Meter lead.(B) Dense or Hard soil Booklet

3 Providing and laying rubble for appron (eachstone As per Approved

weighting not less than 40Kg.) including and Separate Quality

packing and filing in the interestices with quarry- sheet

spalls. Attached

4 Providing and laying cement concrete 1:2:4 (1- Building 40 5.3.13.

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

aggregates 20 mm nominal size) and curing Specification

complete excluding cost of formwork in (A) Booklet

Foundation and Plinth

5 Providing and laying cement concrete 1:3:6 (1- Building 30 5.3.2(A)

Cement :3- coarse sand : 6- hand broken stone work

aggregates 40 mmnominal size) and curing Specification

complete excluding cost of formwork in (A) Booklet

Foundation and Plinth

6 Filling available excavated earth (excluding rock) in Building 27

trenches , plinth , sides of foundations etc. in layers work

not exceeding 20 cm in depth consolidating each Specification

deposited layer by ramming and watering. Booklet

7 Filling in foundation and plinth with sand under Building 35

floor including watering ,ramming and work

consolidating and dressing etc complete as directed Specification

by Engineer in charge Booklet

8 Filling in foundation and plinth with murrum or Building 35 4.0.0.4.

selected soil in layers of 20cm. thickness including work

watering, ramming and consolidating etc. Specification

complete. Booklet

9 Providing & laying controlled cement concrete M - Building 40, 54, 37 5.8.3, 9.1,

250 RCC work with curing etc. complete including work C

the cost of form work but excluding the cost of Specification

reinforcement for R.C.C. Work in foundation Booklet

10 Providing & laying controlled cement concrete M - Building 40, 54, 37 5.8.3, 9.1,

250 RCC work with curing etc. complete including work C

the cost of form work but excluding the cost of Specification

reinforcement for R.C.C. Work in column up to pl. Booklet

11 Providing & laying controlled cement concrete M - Building 40, 54, 37 5.8.3, 9.1,

250 RCC work with curing etc. complete including work C

the cost of form work but excluding the cost of Specification

reinforcement for R.C.C. Work in column up to all Booklet

floor with any lead and lift

12 Providing and laying controlled cement concrete Building 40, 54, 37 5.8.3, 9.1,

M:250 RCC and curing complete including the cost work H

of form work but excluding the reinforcement for Specification

reinforced concrete work in tie beam , ground Booklet

beam as directed by engineer incharge.

13 Brick work using common burnt clay building bricks Building 43, 46 6.12(B)

having crushing strength not less than 35 work

kg./Sq.Cm. in foundation and plinth in Cement Specification

Mortar 1:5. (1- Cement : 5 -fine sand)(B) Booklet

14 Providing and laying controlled cement concrete Building 40, 54, 37 5.8.3, 9.1,

M:250 RCC and curing complete including the cost work H

of form work but excluding the reinforcement for Specification

reinforced concrete work in coping/RCC bend as Booklet

directed by engineer incharge.

15 Masonary work using Aerated light weight concrete As per Approved

block having crushing strength not less than 35 Separate Quality

kg/sqcm for super structure above plinth level upto sheet

floor two level in cement mortar 1:5 ( 1 cement : 5 Attached

fine sand ) complete as per Technical Specification

16 Half brick masonry in common brunt clay building Building 54 6.30.1 (A)

bricks having crushing strength not less than 35 work

kg/Sq.cm in cement mortar 1 : 4 ( 1 cement : 4 Specification

coarse sand ) in foundation and plinth. extra for Booklet

half brick masonry in super structure above plinth

level up to floor two level. (B) conventional

17 Providing and laying controlled cement concrete Building 40, 54, 37 5.8.2, 9.1,

M:200 RCC and curing complete including the cost work H

of form work but excluding the cost of Specification

reinforcement for reinforced concrete work in Booklet

Lintel/Sill RCC Bend up to all floors with all lead and

lift as directed by engineer incharge.

18 Providing and laying controlled cement concrete Building 40, 54, 37 5.8.2, 9.1,

M:200 RCC and curing complete including the cost work H

of form work but excluding the reinforcement for Specification

reinforced concrete work in Slab level beam up to Booklet

all level with all lead and lift as directed by

engineer incharge.

19 Providing and laying controlled cement concrete Building 40, 54, 37 5.8.2, 9.1,

M:200 RCC and curing complete including the cost work B

of form work but excluding the reinforcement for Specification

reinforced concrete work in Slab up to all level Booklet

with all lead and lift as directed by engineer

20 Providing and laying controlled cement concrete M: Building 40, 54, 38 5.8.2, 9.1, l

200 RCC and curing complete including the cost of work

form work but excluding the reinforcement for Specification

reinforced concrete work in projection /Whether Booklet

shed Cantilevers up to floor two level with all lead

and lift as directed by engineer incharge.

21 Providing and laying controlled cement concrete M: Building 40, 54, 37 5.8.2, 9.1,

200 RCC and curing complete including the cost of work M

form work but excluding the reinforcement for Specification

reinforced concrete work in RCC Staircase Booklet

Cantilevers up to floor two level with all lead and

lift as directed by engineer incharge.

22 Providing TMT Bar FE 500/500D reinforcement for As per Approved

R.C.C. work including bending, binding and placing Separate Quality

in position complete upto floor two level. sheet

23 Providing 15mm thick cement plaster in single coat Building 105, 106 17.58 (II) +

on Rough (Similar)side of single or half brick walls work 17.69 The

for interior plastering upto floor two level and Specification thickness

finished even and smooth in (ii) Cement mortar 1:4 Booklet of plaster

(1-cement :4-sand) shall be

24 Providing 10 mm thick mala cement plaster in Building 105, 106 17.57 (II) +

single coat on ceiling and soffits of stairs for work 17.69 The

interior plastering up to floor two level and finished Specification thickness

even and smooth in (ii)Cement mortar 1:4 Booklet of plaster

(1cement :4 sand) mala plastring line , level and shall be

plumb to develop even surface as per instruction mm thick.

of engineer incharge etc complete.

25 Providing 20mm thick sand faced plaster on walls Building 107

upto height 10 meters above ground level work

consisting of 12mm thick backing coat of cm 1 :3 ( 1 Specification

cement : 3 sand )with other required Chemical Booklet

binding materia and 8mm thick finishing coat of cm

1 : 1 ( 1 cement : 1 sand) etc complete.

26 Providing throating or plaster drip and moulding to As per Approved

R.C.C. Chhajja. Separate Quality

27 Applying two coats of Birla or asian acrylic lippy As per Approved

(putty) and two coats of primer of approved brand Separate Quality

and manufacture on new wall surface to give an sheet

even shade including thoroughly brushing the Attached

surface free from mortar dropping and other

foreign matter and sand prepared smooth.

28 Wall Painting (three coats) with plastic emulation As per Approved

paint of approved brand and manufacture on Separate Quality

undecorated wall surface to give an even shade sheet

including thoroughly brushing the surface free from Attached

mortar droppings and other foreingnmatter and

sand papered smooth extra every subsequent coat

of wall painting with plastic emulation paint of

approved brand.

29 Ceilings painting (three coats) with plastic emulsion As per Approved

paint of approved brand and manufacture on Separate Quality

undecorated wall surface to give an even shade sheet

including throughly brushing the surface free from Attached

mortar droppings and other foreign matter and

sand papered smooth. painting with plastic

emulsion paint of approved brand on ceilings and

30 Finishing wall with weather proof exterior emulsion As per Approved

paint on wall surface (two coats) to give an Separate Quality

required shape even shade after thoroughly sheet

brushing the surface to remove all dirt, and Attached

remains of loose powdered materials.etc complete

31 Providing and laying polished Kota stone slab Building 86 14.43(A)

flooring over 20mm (Average) thick base of cement work

mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 Specification

(1-Lime putty :1.5 - coarse sand) laid over and Booklet

jointed with grey cement slurry mixed with pigment

to match the shade of slab including rubbing and

polishing etc. complete. (A)25mm thick

32 Providing and laying polished kota stone slab 25mm Building 87

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

on 10mm thick cement mortar 1:3 (1-Cement : 3 Specification

coarse sand) and jointed with gray cement slury Booklet

mixed with pigment to match the shade of slab

including rubbing and polishing etc. complete.

33 Providing and laying rough kota stone flooring As per Approved

over 20mm (Average) thick base of cement mortar Separate Quality

1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1-Lime sheet

putty :1.5 - coarse sand) laid over and jointed with Attached

grey cement slurry mixed with pigment to match

the shade of slab including rubbing and polishing

etc. complete. (A)25mm thick

34 P & L 24" x 24" vitrified 8 mm thick tile flooring As per Approved

over 20 mm (average) base of cement mortar 1:6 ( Separate Quality

1 cement: 6 coarse sand) on new surface or fixing sheet

on existing flooring by adhesive material including Attached

dismentaling of existing flooring and jointed with

color cement slurry including finised with flush

pointing & cleaning the surface etc. complete for

antiskid Matt finish as per approved sample

35 Providing and laying Vitrified tiles 8 to 10 mm thick As per Approved

, in skrting risers of steps and dedo on 10mm thick Separate Quality

cement plaster 1:3 (1-cement : 3-coarse sand) and sheet

jointed with white cement slurry Attached

36 Providing & laying Controlled cement concrete M As per Approved

250 grade in Trimix flooring /road for average 150 Separate Quality

mm thick wearing coat in RCC flooring without fly sheet

ash with lead of 10 Km from plant site including all Attached

other taxes octroi, transportation, pumping,

pouring, curing of concrete etc. complete including

cost of metallic C channel from work but excluding

the cost of reinforcement in R.C.C. M 250 Trimix

flooring work having average 150 mm thick wearing

coat in RCC flooring laid as detail design &

directed. The item of M 250 grade in Trimix flooring

including plant , machinery , tamping vibrating

finishing curing for 21 days , creating expansion

joint and filling in joints with bitumen or other

material as specified etc complete with all lead

and lift as directed by engineer in charge .

(Minimum cement level as per IS 456-2000 shall be

adopted for concrete grade) (C)Concrete Grade M-

37 Dewatering of TRI MIX M-250 floor concrete by As per Approved

means of vacuum dewatering using floater machine Separate Quality

and other necessary equipment , plant and labour sheet

etc complete as directed by engineer in chrge Attached

38 Providing & lying CERAMIC tiles 6 to 8 mm thick In As per Approved

skirting risers of steps and dado on 10mm. Th. Separate Quality

Cement plaster 1:3 (1 cement : 3 coarse sand ) sheet

pointing in white cement and jointed with white Attached

cement slurry. The tiles should be approved by

engineer in charge and architect , the color and

pattern and design as per instruction of architect

and as directed by engineer in charge etc complete

with first quality of tiles only fixing up to all and

any floor with all lead & lift etc complete

39 Providing and fixing of minimum 16 mm thick As per Approved

Green marble stone slab for jambs of doors and Separate Quality

window .Green marble stone should be spotless sheet

,without any crack , vain or other damages joined Attached

with grey cement slurry and matching pigment in

vertical and horizontal member , including rubbing

and polishing and full round edge moulding on

both the sides( edge), Mirror polishing curing of

the Green marble stone as per detail design and

instruction. The door frame should have

sanchwhich type Jambs stone fitting to

accommodate fixing of door where required , the

fixing of jambs with necessary binding wire tiles

piece,adhesive , clamp , fastener, white cement

and matching pigment other consumable, moulding

and polishing machinery other tools , tackles

required to complete the item. and where two

member vertical and horizontal meet it should cut

45 degree angle etc up to all floor with all lead &

lift etc complete. The Green marble stone size and

quality should be as per sample approved by

architect and Eng. in charge.

40 Providing and fixing of minimum 18 mm thick As per Approved

Marble stone slab of approved quality for flooring , Separate Quality

riser of steps, tread dedo , landing in stair case sheet

over Bed of 20mm ( average) thick base of cement Attached

mortar 1:6 (1cement : 6 coarse sand) or lime

mortar 1:1.5 laid and jointed with white cement

slurry and matching pigment including rubbing and

polishing complete for flooring in steps . The fixing

of Black Marble stone slab 18 mm thick at the stair

case steps up to all floor in raiser & tread including

edge moulding to flooring and two anti skid

grooves as per instruction of engineer in charge .

The fixing of Marble stone slab as per detail design

and instruction, including necessary Mirror

polishing , cutting of the stone , adhesive , clamp

fastener , other consumable and labour and fixing

up to all floor with all lead & lift etc complete as

directed by engineer in charge

41 Providing and fixing minimum 50mm wide sand As per Approved

blasting on Marble stone for stair case steps with Separate Quality

necessary tools tacjels , equipment plant as per sheet

detail design upto all floor with all lead & lift etc Attached

complete as per instruction of engineer in charge

42 Applying general insecticide pest control treatment As per Approved

to floors, cupboards etc including labour material Separate Quality

etc. complete. Using Heptachloride 20 EC. As Per sheet

6113_ pests Consentration Weight 0.50 percent is Attached

recommended one litre chemical emulsion dillute

with 39 liter of water will give. Total dillute

concrentration will be 40 litre inclusive of one litre

chemical emulsion appication 0.5 Litre chemical /

Sqm of surface is recommended as per I.S.

43 Providing and laying APP (Atactic Polypropylene As per Approved

Polymer) modified prefabricated five layer 3mm Separate Quality

thick water proofing membrane, black finished sheet

reinforced with non-woven polyester matt Attached

consisting of a coat of bitumen primer for bitumen

membrane @0.40 ltr/sqm. by the same membrane

manufacture of density at 25 C, 0.87-0.89 kg/ltr

and viscocity 70-160 cps. Over the primer coat the

layer membrane shall be laid using Butane torch

and sealing all joints etc., and preparing the surface

complete. The vital physical and chemical

parameters of the membrane shall be as under :

Joints strength in logitudinal and transverse

direction at 23 C as 650/450N/5cm. Tear strength

in longitudinal and transverse direction as

300/250N/. Softening point of membrence not less

than 150 C. Cold flexibility shall be upto -2 C when

tested in accordance with ASTM, M-5147. The

laying of membrane shall be got done through the

authorised applicator of the manufacturer of

membrane : (with 5 years service guarantee

44 Providing and laying cement concrete flooring 1:2:4 Building work 44 5.4.4.

(1-cement : 2-coarse sand : 4-graded stone Specification

aggregate 20mm nominal size) laid in one layer and Booklet

finished with a floating coat of neat cement. (B)

45 Providing and laying broken China Mosaic Flooring As per Approved

for terrace using 12 mm to 20 mm broken pieces of Separate Quality

glazed tiles to be laid over cement mortar 1:3 to sheet

plain or slope and to be tempered to bring mortar Attached

crème out up to surface using white cement

including rounding off junctions and extending

them up to 15cm along the wall, clearing with

water and oxalic acidic. as directed. .

46 Providing cement vata (10cm. x 10 cm. size) quarter Building work 124 17.0.0.1

round in cement mortar 1:1 including neat cement Specification

finishing, watering etc. complete. Booklet

47 Providing erecting and fixing double coated Syntex As per Approved

PVC. (ISI) water tank of required capacity each Separate Quality

with all necessary fittings and connection etc. sheet

complete on terrace. Attached

48 Providing and fixing to wall ceiling and floor 10.0 As per Approved

Kg. F/Cm2 working pressure poluthene pipes of the Separate Quality

following outside Dia. Low densidy, complete with sheet

special falnge compression type fittings, wall Attached

clipsetc. including making good the wall ceiling and

floor.(G)110 mm etc complete with propoer wall

clamping of Rain water pipe up to all floor level

with all lead and lift as per instruction of engineer

49 Providing and fixing stainless steel chicken mesh jali As per Approved

at specific location between R.C.C. and brick Separate Quality

masonry joints including fixing ,nailing while sheet

executing plastering on the various surface at any Attached

height including all labour & material to complete.

chicken mesh jali should be maximum 20 cm only.

the item as directed by engineer incharge etc.

50 Providing and fixing window having extruded As per Approved

aluminum Colour anodized section frame main Separate Quality

outer size 63.50 x38.10 x 1.95 mm,@ Wt 1.094 Kg / sheet

Rmt, horizontal two track member size 61.85 mm x Attached

31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical

member of size 61.85 mm x 31.75mm x 1.30 mm @

wt.of 0.659 Kg/mt with sliding shutters of

horizontal member size 40mm x 18mm x 1.29mm

@ wt.of 0.456Kg/mt, vertical member of size40mm

0.457 Kg/mt with 5 mm thick transparent bronze

colour tinted float glass with powder coated

aluminum fittings and fixtures and transparent

silicon sealant glass fixing to frame as per details

etc complete for window.

51 Providing and fixing alluminium Panelled As per Approved

single/double door Partly Glazed & Partly with 12 Separate Quality

mm thick both side pre laminated Particle Board sheet

with Frame having extruded alluminium color Attached

anodized section frame main Frame size

mm x 44.45 mm x 3.18mm ( of Section No.20011 @

wt. of 2.54 kg/mt )unit providing shutters of

bottom & Top rail- 114.30 mm x 25.40 mm x

3.18mm (of Section No.19511 @ wt. of 2.65 kg/mt )

Shutter Middle rail = 150 mm x 44.45 x 2.65 mm (of

Jindal Section No.20002 @ wt. of 2.79 kg/mt)

Vertical member Shutter style = 85.00 mm x 44 mm

x 3.00(of Jindal Section No.19509 @ wt. of

kg/mt).with 12mmth. both side pre laminated

particle board (novapan) conforming to IS:

Grade 1 Type II in panelling fixed in aluminium door

consisting of outer frame shutter as per design with

two pairs of standard handles, two pair of

concealed shoot bolts 250mm long and pin type

narrow style lock and thumb turn from the other

side, including all fixtures, fastening etc. complete

as directed and as per drawing and design. Rate

including hinges/Pivots and making provision for

fixing of fitting wherver required including the cost

of EPDM rubber/neoprene gasket required

Anodised aluminium (work for all floors)

52 Providing and fixing in position collapsible steel As per Approved

shutters with vertical channels 20 x 10 x 2 mm Separate Quality

braced with flat iron diagonals 20 x 5 mm size with sheet

top and bottom rails of T_rin 40x 40 x 6 mm with Attached

38mm dia, steel pulleys complete with bolts, nuts,

locking arrangements, stoppers handles including

applying a priming coat of red lead paint

53 Providing and fixing of decorative stainless steel SS As per Approved

304 Non magnetic best quality Railing as per Separate Quality

approved sample. The SS304 Railing shall be fix on sheet

the edge or periphery of staircase & steps as per Attached

detail design and instruction .The top horizontal SS

pipe should be of 50 mm Diameter with minimum

16/14 gauge pipe thickness and in between two

horizontal pipe 25 mm diameter with minimum

16/14 gauge pipe thickness , the vertical pillar pipe

shall be of 50mm diameter with minimum 14/12

gauge pipe wall thickness , including SS pipe

bending , SS 304 square sandwich and distance

peace for fitting & assembly at extension joint as

per detail design . The Providing and fixing of SS

railing including cutting, fabrication ,SS arc

welding, grinding , erection , fixing with necessary

machinery tools, tackles, labor and required civil

work as per detail design at specific location The SS

304 pipe railing should be fixed in the floor/ wall

by means of pipe socket , bush ,flange, bullet S.S

bolt, S.S L end key and other necessary hardware

and consumable required to complete in all aspect .

The item includes buffing, polishing , assembling of

the different unit of SS pipe Railing and required

civil work for the fixing of the SS 304 railing up to

all floor in perfect position etc complete as per

approved sample as directed by engineer in

54 Providing and fixing MS grill of required pattern to As per Approved

frames of window etc. with MS flats at required Separate Quality

spacing and frame around square or round bar with sheet

round headed bolts and nuts or by screw ( B ) Attached

Ornamental grill/Jali (Similar item) as detail design

with two coats of primer & enamel paints , the

shed and color as per instruction of engineer in

charge etc complete.

55 Providing and fixing 18 mm thick approved quality As per Approved

Marble stone mirror polished, machine cut counter Separate Quality

for Vanity counter , wash basin with support and sheet

stability which include zeri cutting refitting , Attached

plastering making good of surfaces , vanity

counters fascias patti of Marble stone with

molding, cut out for wash basin sink required sizes

of approved shade, texture and color laid in zeri in

line level and plumb with cutting out v section

claning out wetting grouting with cement slurry 1:

3( 1 cement : 3 Coarse sand ) with joints treated

with white cement mixed with matching pigment

epoxy touch ups incl. rubbing, Mirror polishing

curing etc. complete at all levels as per instruction

of Architect or engineer in charge.

56 Providing and fixing pre-cast Rubber Dye / steel As per Approved

Dye inter locking concrete block 60mm thick with Separate Quality

grade of concrete M300 pnumatic compressed / sheet

vibrated mechanically and as per approved design Attached

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

57 Providing and fixing pre-cast concrete kerb stone of As per Approved

gray cement based concrete block 30cm Separate Quality

length,30cm height and 15cm thick of M250 grade sheet

concret as per approved design and including Attached

excavation for fixing in proper line and level,filling

the joint with C:M 1:3 (1cement:3fine sand) etc

58 Providing and fixing of CIRCULAR counter type As per Approved

wash basin having size of 470 x 470 x 200 mm Separate Quality

counter type with CI / MS/SS clamps or fastener as sheet

per approved sample .The counter type wash Attached

basinin should be of ivory colour . The Item shall be

including painting of fittings and brackets, cutting

and making good the walls and floors wherever

required including mior civil and painting works &

fitting up to all fllor with all lead & lift as per detial

specification , approved sample and as per

instruction of Architect & engineer in charge

59 Providing and fixing of pillar tap 1/2" with capstan As per Approved

head. screw down high pressure with screws, Separate Quality

shanks and back nuts.(A) 15 mm dia. as approved sheet

by engg. in charge with necessary hex nipple fitting, Attached

Teflon tap and other consumable and labor etc

complete up to ALL floor level with all lead and lift

including mior civil and painting works & fitting up

to all fllor with all lead & lift as per detial

specification , approved sample and as per

instruction of Architect & engineer in charge

60 providing and fixing of Angular stop cock with wall As per Approved

flange with necessary hex nipple fitting, Teflon tap Separate Quality

and other consumable and labor etc complete 15 sheet

mm dia approved by engineer in charge with Attached

necessary coupling of approved quality for wash

basin. including fixing in pipe line etc complete up

to sixth floor level with all lead and lift including

mior civil and painting works & fitting up to all fllor

with all lead & lift as per detial specification

approved sample and as per instruction of Architect

& engineer in charge

61 Providing and fixing chromium plated, bottle trap Building work 171 23.00.4.

with necessary couplings of approved quality for Specification

wash basin. Booklet

62 Providing and fixing wire braded PVC Connection As per Approved

flexible pipe of approved brand with brass union Separate Quality

on both ends with ferule type connector 45 cm long sheet

and 15 mm nominal bore un plasticized wire Attached

braded PVC Connection pipe for angle cock (in let)

of following size. (A) 15 mm dia etc complete up

to all floor level with all lead and lift including mior

civil and painting works & fitting up to all fllor with

all lead & lift as per detial specification , approved

sample and as per instruction of Architect &

engineer in charge

63 Providing and fixing C.P. brass waste for washbasin Building work

or sink. (A) 32mmdia. Specification 168 23.135 (A)

64 Providing and fixing of C.P. brass Towel Ring As per Approved

Square with rubit clean with screws, hardware as Separate Quality

approved by client .The item includes fixing on sheet

wall/tiles with necessary screw , fitting, Teflon tap Attached

, other consumable and labour with minor civil

work etc complete up to sixth floor level with all

lead and lift etc. complete, including mior civil and

painting works & fitting up to all fllor with all lead &

lift as per detial specification , approved sample

and as per instruction of Architect & engineer in

65 Providing and fixing PVC SWR Nahni trap IS 14735 As per Approved

for drain - 100 mm diameter with jali of the Separate Quality

following nominal diameter of self cleansing design sheet

with C.I scread down or hinged grating including Attached

the cost of cutting and making good the walls.

66 Providing and fixing S.W.gully trap with C.I.grating Building 176 24.19(1)

brick masonry chamber and water tight c.i. cover work

with frame of 300 mm x 300 mm size (inside )with Specification

standard weight. (I) square month traps.150 mm x Booklet

100 mm size p or r type

67 constructing brick masonry chamber for under Building 183 24.44(1)

ground c.I. Inspection chamber and band with work

bricks having crushing strenght not less than 35 Specification

kg/cm2 in cm 1:5. c.i. cover with frame (light duty) Booklet

455 mm x 610 mm internal dimension, total weight

of cover with fram to be not lass then

kg.weight of cover 23kg and wt. of frame 15 kg )

r.c.c top slab with 1:2:4 mix (1 cement:2 sand:4

aggregates 20 mm size) foundation concrete 1:5:10

,in side plaster 15 mm thick with cement mortar 1:3

finished smooth with a floating coat of neat cement

on walls and bed concrete etc. complete.) (1) inside

dimension 455 mm x 610 mm and 450 mm deep for

68 constructing. manhole with r.c.c slab in 1:2:4 mix Building 178 2.4.27

(1 cement:2 sand:4 aggregates 20 mm size) work

foundation concrete 1:3:6( 1 cement:3 sand :6 brick Specification

bats 40+50 mm size ,in side plaster 15 mm thick Booklet

with cement mortar 1:5 (1 cement: 5 coarse sand)

finished with a floating coat of neat cement and

making channels in cement concrete 1:2:4 (1

cement:2 coarse sand :4 stone aggregate 20 mm)

finished smooth complete including curing and

testing. (i) inside size 900 mm x 1200mm and 1:5

mm deep including C.I.cover with frame size

560mm total weight of cover and frame to be not

less than 128 kgs. (wt of frame 64 kgs) (A) with

230cm thick walls of brick masonary using brick

having crushing strength not less than 35 kgs/sq

cm. in cement mortar 1:5 (1 cement :5 coarse sand)

(1) A type depth 0.90 meter 150 mm diameter

69 constructing. manhole with r.c.c slab in 1:2:4 mix Building 178 2.4.27

(1 cement:2 sand:4 aggregates 20 mm size) work

foundation concrete 1:3:6( 1 cement:3 sand :6 brick Specification

bats 40+50 mm size ,in side plaster 15 mm thick Booklet

with cement mortar 1:5 (1 cement: 5 coarse sand)

finished with a floating coat of neat cement and

making channels in cement concrete 1:2:4 (1

cement:2 coarse sand :4 stone aggregate 20 mm)

finished smooth complete including curing and

testing. (i) inside size 900 mm x 1200mm and 1:5

mm deep including C.I.cover with frame size

560mm total weight of cover and frame to be not

less than 128 kgs. (wt of frame 64 kgs) (A) with

230cm thick walls of brick masonary using brick

having crushing strength not less than 35 kgs/sq

cm. in cement mortar 1:5 (1 cement :5 coarse sand)

(1)B type depth 1.50 meter 150 mm diameter

70 Providing and fixing conceled center point to wall As per Approved

celling and floor CPVC PIPE (SDR -13.5) pipe having Separate Quality

NSFseal for portable water of following dia nominal sheet

bore ,tube ,fittings, and clamp including making Attached

good the wall, ceiling and floor. (A) 15 mm dia.

71 Providing and fixing conceled center point to wall As per Approved

celling and floor CPVC PIPE (SDR -13.5) pipe having Separate Quality

NSFseal for portable water of following dia nominal sheet

bore ,tube ,fittings, and clamp including making Attached

good the wall, ceiling and floor. (c) 25 mm dia.

72 Providing and fixing conceled center point to wall As per Approved

celling and floor CPVC PIPE (SDR -13.5) pipe having Separate Quality

NSFseal for portable water of following dia nominal sheet

bore ,tube ,fittings, and clamp including making Attached

good the wall, ceiling and floor (E) 40 mm dia.

73 Providing and fixing conceled center point to wall As per Approved

celling and floor CPVC PIPE (SDR -13.5) pipe having Separate Quality

NSFseal for portable water of following dia nominal sheet

bore ,tube ,fittings, and clamp including making Attached

good the wall, ceiling and floor (f) 50 mm dia.

74 providing & fixing to wall ceiling and floor 10 Building 162

kg/f/cum working pressure polyethylene pipes of work

the following outside diameter ,low density Specification

complete with special flange compression type Booklet

fittings ,wall clamped making good wall ,cling and

floor - 75 mm dia

75 providing & fixing to wall ceiling and floor 10 Building 162

kg/f/cum working pressure polyethylene pipes of work

the following outside diameter ,low density Specification

complete with special flange compression type Booklet

fittings ,wall clamped making good wall ,cling and

floor - 110 mm dia

76 Providing and fixing ball cock of approved. quality Building 173 23.00.5.(B)

as directed.(A) Copper Metal (ii) 50mm dia. work

77 Providing and fixing ball cock of approved. quality Building 172 23.00.5.(A)

as directed.(A) Copper Metal (ii)25 mm dia. work

78 providing and fixing gun metal check or non return Building 171

full way wheel valve ( E ) 40 mm mm diameter of work

approved quality , fixing as directed up to all lead Specification

and lift as directed by engineer in chrage Booklet

79 Making connection of galvanized Mild steel As per Approved

distribution branch with galvanized mild steel main Separate Quality

50mm to 80mm nominal bore by providing and sheet

fixing tee including cutting and threading the pipes Attached

Electrical works

80 Point wiring for Light / Bell with 2-1.5 sq.mm & Electrical Approved

earthwire of 1.5 sq.mm (Green) both are of ISI work Quality

marked 1.1 KV grade FRLS PVC insulated Specification

multistrand copper wires, in following type of pipe Booklet

to be erected concealed in/ on surface on

wall/ceiling complete with 6A Modular type switch

/ bell push & accessories and earth continuity of

following type, erected on PVC / Metallic box,

single mounting base frame covered with

textured/metallic front plate modules erected on /

in wall / ceiling as per pipe erected, with necessary

Lamp holder / ceiling rose / H.D.Connector as

directed.(f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling

complete CAT III

81 Point wiring for FAN with 2-1.5 sq.mm & earthwire Electrical Approved

of 1.5 sq.mm (Green) both are of .ISI marked 1.1 KV work Quality

Grade FRLS PVC insulated multistrand copper Specification

wires, in following type of pipe to be erected Booklet

concealed in / flushed on wall/ceiling complete

with 6A Modular type switch and hum free EME

four or more step type electronic fan regulator with

separately mounted and accessories with earth

continuity of following type erected on PVC /

Metallic box, single mounting base frame covered

with textured/metallic front plate modules erected

on / in wall / ceiling as per pipe erected. with

necessary ceiling rose / H.D.Connector as

directed.(f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling

completecat III

82 Providing following type of Modular Type Electrical Approved

Accessories mounted with PVC / metallic/Wooden work Quality

box, single mounting base frame covered with Specification

textured / metallic/white front plate , modules Booklet

erected with necessary connections as per site

situation directed by Engineer In charge.(1)One No.

SP 6 Amp. Cat. III

83 Providing following type of Modular Type Electrical Approved

Accessories mounted with PVC / metallic/Wooden work Quality

box, single mounting base frame covered with Specification

textured / metallic/white front plate , modules Booklet

erected with necessary connections as per site

situation directed by Engineer In charge.(2) One No

5 pin plug. Cat. III

84 Point wiring for Individual Plug with & earthwire of Electrical Approved

1.5 sq.mm (Green) both are of ISI marked 1.1 KV work Quality

grade FRLS PVC insulated multistrand copper wires, Specification

in following type of to be erected concealed in / on Booklet

surface of wall / ceiling complete with Modular

type switch & 5 pin Plug erected on PVC / Metallic

box covered with appropriate front plate modules

erected on / in wall / ceiling as per pipe erected

with following type of accessories. [II] For 16A Plug

and 16 amp switch with 2-2.5 sq.mm Cu. Wire

from mcb db board. (f) with medium class Rigid

PVC pipe and accessories erected concealed in

wall/ceiling complete Cat. III

85 Point wiring for Individual Plug with & earthwire of Electrical Approved

1.5 sq.mm (Green) both are of ISI marked 1.1 KV work Quality

grade FRLS PVC insulated multistrand copper wires, Specification

in following type of to be erected concealed in / on Booklet

surface of wall / ceiling complete with Modular

type switch & 5 pin Plug erected on PVC / Metallic

box covered with appropriate front plate modules

erected on / in wall / ceiling as per pipe erected

with following type of accessories.[III] For 16A Plug

and 16 amp switch with 2-4 sq.mm Cu. Wire with

2.5 sq.mm ( green) earthing wire from mcb d b

board. (f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling

complete Cat. III

86 Point wiring for on board Looped Plug with 6A Electrical Approved

Modular type switch & 5 pin socket erected on PVC work Quality

/ Metallic / Wooden box, single mounting base Specification

frame covered with textured / metallic /white Booklet

front plate modules erected on / in wall / ceiling

with following type accessories cat III

87 Providing following type of Modular Type Electrical Approved

Accessories mounted with pvc / metallic box, single work Quality

mounting base frame covered with textured / Specification

metallic front plate , modules erected with Booklet

necessary connection. As desired by Engineer In

charge. (7) Blank Plate Single

88 Providing following type of Modular Type Electrical Approved

Accessories mounted with pvc / metallic box, single work Quality

mounting base frame covered with textured / Specification

metallic front plate , modules erected with Booklet

necessary connection. As desired by Engineer In

charge. (8) Computer RJ-45 socket

89 Supplying & erecting Delton or approved make Electrical Approved

Telephone Cable electrolytic copper conductor PE work Quality

insulation twisted in two pairs, & wrapped with Specification

FRLS PVC tape & sheathed with FRLS PVC or HFFR Booklet

outer Jacket suitable for telephone wiring &

confirming to C-DOT erected in existing pipe. of

following size of conductors & nos.of pairs. With

necessary connections. [A] Conductor Size 0.5 mm

(b) Armoured [Jelly Filled] (2) 2 PAIR

90 Providing and erecting ISI mark Medium class RIGID Electrical Approved

PVC PIPES of following size complete to be erected work Quality

on/in wall or ceiling erected with necessary PVC Specification

fittings & Junction boxes fixed with adhesive Booklet

solution & Clamps with following diameter of pipes,

in approved manner as directed (a) 20 mm

91 Providing & erecting PVC Corrugated Flexible Electrical Approved

Conduit with required nos. of coupling, PVC bushes, work Quality

Check-nuts etc. complete of following sizes.(2) 25 Specification

92 Providing and erecting Mains with 1.1 KV grade Electrical Approved

FRLS PVC insulated ISI marked stranded Copper work Quality

conductor wire in following type of pipe to be Specification

erected concealed in /flushed on wall/ceiling, with Booklet

1.5 sq. mm copper conductor FRLS PVC insulated

stranded wire of green colour for earth continuity

of following size (a) with medium class Rigid PVC

pipe and accessories(a) 2 wire 1.5 sq. mm

93 Providing and erecting Mains with 1.1 KV grade Electrical Approved

FRLS PVC insulated ISI marked stranded Copper work Quality

conductor wire in following type of pipe to be Specification

erected concealed in /flushed on wall/ceiling, with Booklet

1.5 sq. mm copper conductor FRLS PVC insulated

stranded wire of green colour for earth continuity

of following size (a) with medium class Rigid PVC

pipe and accessories (b) 2 wire 2.5 sq. mm

94 providing and erecting Mains with 1.1 KV grade Electrical Approved

FRLS PVC insulated ISI marked stranded Copper work Quality

conductor wire in following type of pipe to be Specification

erected in / on wall / ceiling with 2.5 sq. mm Booklet

copper conductor FRLS PVC insulated stranded wire

of green colour for earth continuity of following

size (a) with medium class Rigid PVC pipe and

accessories.(a) 2 wire 4 sq. mm

95 providing and erecting Mains with 1.1 KV grade Electrical Approved

FRLS PVC insulated ISI marked stranded Copper work Quality

conductor wire in following type of pipe to be Specification

erected in / on wall / ceiling with 2.5 sq. mm Booklet

copper conductor FRLS PVC insulated stranded wire

of green colour for earth continuity of following

size (a) with medium class Rigid PVC pipe and

accessories g) 4 wire 4 sq. mm.

96 providing and erecting Mains with 1.1 KV grade Electrical Approved

FRLS PVC insulated ISI marked stranded Copper work Quality

conductor wire in following type of pipe to be Specification

erected in / on wall / ceiling with 2.5 sq. mm Booklet

copper conductor FRLS PVC insulated stranded wire

of green colour for earth continuity of following

size (a) with medium class Rigid PVC pipe and

accessories(b) 2 wire 6 sq. mm

97 providing and erecting Mains with 1.1 KV grade Electrical Approved

FRLS PVC insulated ISI marked stranded Copper work Quality

conductor wire in following type of pipe to be Specification

erected in / on wall / ceiling with 2.5 sq. mm Booklet

copper conductor FRLS PVC insulated stranded wire

of green colour for earth continuity of following

size (a) with medium class Rigid PVC pipe and

accessories(i) 4 wire 10 sq. mm (use earth wire of

98 Providing & Erecting approved make following size Electrical Approved

of TV Co-axial flexible cable comprising inner work Quality

conductor of solid bare copper insulated with Foam Specification

PE & Secondary conductor made of poly - Booklet

Aluminium film bonded Al. Braids @ suitable

coverage overall sheathed with black PVC

insulation. b).RG-6

99 Supplying & erecting approved make LAN cable of Electrical Approved

following size in existing pipe as per direction[C] work Quality

CAT - 6 Specification

100 Providing & erecting Switch board for Computer Electrical Approved

or electric apparatus consisting of following work Quality

modular type accessories mounted with PVC / Specification

Metallic concealed /open box with single mounting Booklet

base frame covered with textured/metallic /white

front late, modules erected with necessary

connections as directed 1 no. 6A /16A universal

plug-switch combined.3 nos. 6A Switch 3 nos. 6A

pin Plug For Modular Type Accessories CAT III

101 Supplying & erecting Approved make call bell Electrical Approved

indicator with buzzing sound and Red light work Quality

indicating lamp with Red light button to attend the Specification

call suitable for 240 v 50 c/s supply to be erected. Booklet

102 Supplying and erecting LED indoor fittings with Electrical Approved

LEDs of wattage 0.2 Watt to 0.5 Watt assembled on work Quality

single MCPCB, with housing used as a heat sink Specification

shall be made of thick sheet Steel conforming to IS: Booklet

513/CRCA/ aluminium die cast powder coated and

high U.V. & corrosion resistance with diffuser with

company mark/name 120 to 300 V,Power Factor

more than 0.9, THD < 10 %, CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens /watt ,LED

efficiency-110 lumens /wattLED driver efficiency >

85 % CREE / OSRAM / PHILIPS Lumileds / NICHIA /

SEOUL /Bridgelux make LED used for luminaire. (

fitting required LM-79 & LM-80 Certificates )(NOTE:

Below description have shown ranges of Wattage

capacity of LED fittings.The Engineer incharge may

select any wattage capacity between the ranges

shown.) (A) Tube Light with integral driver (a) 5-9

Watts, Surge-2 KV, IP-20,2 feet CAT III

103 Supplying and erecting LED indoor fittings with Electrical Approved

LEDs of wattage 0.2 Watt to 0.5 Watt assembled on work Quality

single MCPCB, with housing used as a heat sink Specification

shall be made of thick sheet Steel conforming to IS: Booklet

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.) (A) Square/ Circular

shaped Surface/Recessed Mount Downlight with

provision for spring loaded mounting clips

complete.IP20 (iii) 16-20 watts, Surge-2 KV CAT III

104 Supplying and erecting LED street light / Flood light Electrical Approved

fittings with High power White LEDs wattage of work Quality

1Watt and above assembled on single MCPCB, Specification

efficiency more than 130 lm/w and corrosion free Booklet

High pressure die cast aluminum housing with

smooth finish powder coated and heat sink

extruded aluminium with diffuser and

Polycarbonate optics/ lenses with company

mark/name engraved or embossed 120 to

V,Power Factor more than 0.95, THD < 10 %, CCT

3000 K to 5700K,Uniformity ratio >0.45, Luminaire

efficacy> 100 lumens/watt . LED driver efficiency >

85 %.CREE /RAM / PHILIPS Lumileds / NICHIA /

SEOUL/ dgeLux (U.S.A.) make LED used for

luminaire. ( fittings required LM-79 & LM-80

certificates) (NOTE: Below escription have shown

ranges of Wattage capacity of LED fittings.The

Engineer incharge may select any wattage capacity

between the ranges shown.) (B) Flood Light (IP-65),

Surge protection -4KV integral and ,Light must have

440VAC line supply with over-voltage protection.

(iv) above 90 to 120 watts CAT III

105 Providing and erecting required size Copper strip Electrical Approved

for earthing of H.T. OCB / ACB/ Transformer, LT work Quality

panel board, Motors etc. using copper clamp. Specification

106 Supplying & erecting earth pit of minimum bore Electrical Approved

dia.150mm size approved make Earthing Electrode work Quality

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

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

having Outer pipe dia of 50mm having 80-200

Micron galvanising, Inner pipe dia of 25 mm having

200-250 Micron galvanising, connection terminal

dia of 12mm with constant ohmic value surrounded

by highly conductive compound with high charge

dissipation suitable for following type of

applications with chamber and heavy duty

cover.(approved make OEM has to submit test

certificate) & having back filling compound of (B)

Inner chemical (CCM Compound)- Resistivity:-

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

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

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

compound should be capable to retain moisture for

long time Necessary test report must be

submitted. (b)For Electrical installation up to 11 KV

in normal soil. Length of Pipe : 2.00 mtrs Back filling

Compound :1 no. Bag of 25 Kg.

107 Providing and erecting XLPE(IS:7098)(I)-88 ISI Electrical Approved

armoured cable multistrand Aluminium conductor work Quality

for 1.1 KV. to be laid on wall with necessary Specification

clamps or in existing trench / pipe of following size Booklet

of cables (E) 3 1/2 core 120 Sq. mm ( 70 Sq. mm

108 Making trench in soft soil of suitable width of 90 Electrical Approved

cms deep for laying cable or locating the fault all work Quality

over the run and back filling the same and making Specification

the surface as a normal ground. Booklet

109 Covering of cable with second class bricks or Electrical Approved

cement tiles laid cover the cable crosswise & also work Quality

on both sides with covering of 7. 5 Cms. layer of Specification

sand above & below cable (16 bricks per meter) Booklet

110 Providing and fixing heavy duty flange type brass Electrical Approved

cable gland with rubber ring for PVC insulated work Quality

armourd cable complete with out going tails, Specification

insulating tape etc. for following size of cables. d) 2 Booklet

to 4 Core 10 Sq.mm

111 Providing and fixing heavy duty flange type brass Electrical Approved

cable gland with rubber ring for PVC insulated work Quality

armourd cable complete with out going tails, Specification

insulating tape etc. for following size of cables. (E) 3 Booklet

& 1/2 core 120 Sq. mm

112 Solderiess crimping type Aluminum lugs Electrical Approved

conforming to IS suitable for cable of following size work Quality

evenly crimped with high pressure tool & Specification

connected to switchgear terminals with brass / Booklet

cadmium plated nut bolts in as approved manner

113 Solderiess crimping type Aluminum lugs Electrical Approved

conforming to IS suitable for cable of following size work Quality

evenly crimped with high pressure tool & Specification

connected to switchgear terminals with brass / Booklet

cadmium plated nut bolts in as approved manner

114 Providing & erecting weather proof, dust & vermin Electrical Approved

proof, floor mounted front operated indoor type work Quality

cubical panel board necessary IP-42 and above Specification

protection as per approval from engineer incharge Booklet

made from 14 SWG thick CRC M.S. sheet for outer

body & doors, 16 SWG thick CRC M.S.sheet for

internal partitions with necessary accesories

supporting angles/ flats channel including cutting,

bending, drilling, welding, riveting with internal

partitions & cable alley as per requirements &

instruction of engineer-in-charge with erection of

supplied switch gears, BUSBARS, suitable size of

inter connecting PVC copper wire / copper-

aluminium strips, rubber grommets, rib, bakelite

control fuses/MCB for measuring instruments,

earth bus & earth bolts, foundation flange - bolts-

base Plates, sufficient nos. of hinged doors, handles

with locking arrangement and rubber gasket,heavy

duty end terminal connection,danger notice

board,necessary ventilation,earthing strip

complete. The Panel shall be painted with epoxy

powder coating.

(The rates excludes the cost of switchgears, bus

bars, inter connecting mains, meters Fuses etc. The

dimension shall be measured excluding base

beams). The panel shall be supplied with following

approved manufacturers with following size.(A) The

standard companies switch gear shall be used and

only manufacturers at CPRI approved factory and

shall be certified by that company whose switch

gears are used after fabrication for beneficial use.

(I) with 350mm depth

115 Operational Handle Assembly Complete for up to Electrical Approved

800A.(Rotry Handal) work Quality

116 Supplying and erecting triple pole & neutral 440V/ Electrical Approved

500V panel mounting Aluminium Busbars with four work Quality

equal Nos. of bus having current density not more Specification

than 0.8 Amp. / sq.mm (Rated current / cross Booklet

section area) duly wrapped with colour insulating

tape for phase sequence of following current

carrying capacity, erected with necessary bus bar

supports /insulators, main cable socket to each

busbar,erected in existing cubical panel with

necessary connections. (E) Suitable for 400 Amp.

117 Approved make Four pole moulded case circuit Electrical Approved

breaker having breaking capacity ICU of 25 KA. at work Quality

415 V,having normal current rating up to 25 A to Specification

100A. with Fixed thermal & magnetic release Booklet

suitable to work on A.C. supply 50 c/s. with all

internal connections & complete erected in existing

16 G.M.S. housing. ICS=100% ICU only CAT III

118 Providing & erecting Approved make Power Saving Electrical Approved

50 Watt Ceiling Fan with double ball bearing ISI work Quality

mark with Condenser 230 volt A.C. 50 Hz 1200 mm Specification

sweep complete having 3blades with aluminium Booklet

blades with , canopy & 30 cm. down rod erected

with earthing.(Make shall be approved by Engineer

119 Supplying and erecting 19 / 20 mm. nominal bore Electrical Approved

Medium Class M.S. Pipe down rod erected duly work Quality

painted for fan complete with necessary 24/ O.20, Specification

3 core flexible wire with earthing. Booklet

120 Supplying & erecting Fan Hook of 10 mm M.S. Electrical Approved

Round bar grouted in RCC slab with Making the site work Quality

as original. Specification

121 Supplying & erecting fan hook box of 10 mm M.S. Electrical Approved

round bar bounded to the RCC bars up to 50mm work Quality

length each side and pierced through a 16 Gauge Specification

M.S. box / Heavy Duty PVC box complete erected Booklet

concealed in Ceiling with necessary finishing.

122 Providing 2.5mm.thick laminated acrylic sheet to Electrical Approved

cover the fan hook or Fan box. work Quality

123 Supplying & erecting single phase approved make Electrical Approved

industrial exhaust fan suitable for medium duty ring work Quality

mounted low noise operation suitable for medium Specification

duty having following dia size and maximum speed Booklet

in RPM[B] 380 mm dia 900 RPM

124 Providing suitable M.S. louver shutter of the Electrical Approved

Exhaust fan. work Quality

125 Providing recess in wall or window frame suitable Electrical Approved

for erection of Exhaust fan complete with work Quality

plastering and colour washing to match the colour Specification

of the wall or window complete with expanded Booklet

metal in order to render the fitting in accessible

and the room water-proof.

126 providing and erecting Mains with ISI marked, Electrical Approved

1.5KV grade electrolyte multi stranded, annealed work Quality

copper conductor with heat resistant PVC insulated Specification

conforms to IS 694, IEC - 227 erected in existing Booklet

pipe of following size (Specifically for control panel,

relays, power switchgears, motor starters & control

wiring) with required size of copper lugs, nuts and

bolts if required. .(e) One wire 6.00 sq. mm

127 providing and erecting Mains with ISI marked, Electrical Approved

1.5KV grade electrolyte multi stranded, annealed work Quality

copper conductor with heat resistant PVC insulated Specification

conforms to IS 694, IEC - 227 erected in existing Booklet

pipe of following size (Specifically for control panel,

relays, power switchgears, motor starters & control

wiring) with required size of copper lugs, nuts and

bolts if required.. f) One wire 10.00 sq. mm

128 providing and erecting Mains with ISI marked, Electrical Approved

1.5KV grade electrolyte multi stranded, annealed work Quality

copper conductor with heat resistant PVC insulated Specification

conforms to IS 694, IEC - 227 erected in existing Booklet

pipe of following size (Specifically for control panel,

relays, power switchgears, motor starters & control

wiring) with required size of copper lugs, nuts and

bolts if required. g) One wire 16.00 sq. mm

129 providing and erecting Mains with ISI marked, Electrical Approved

1.5KV grade electrolyte multi stranded, annealed work Quality

copper conductor with heat resistant PVC insulated Specification

conforms to IS 694, IEC - 227 erected in existing Booklet

pipe of following size (Specifically for control panel,

relays, power switchgears, motor starters & control

wiring) with required size of copper lugs, nuts and

bolts if required.. h) One wire 25.00 sq. mm

130 Supplying and erecting approved make Digital multi Electrical Approved

Fuction paramater for measures and display, V, A, work Quality

Hz, Kw, PF, kva, kwh, Run HRS with Rs-485 with all Specification

connection wiring etc. with manufactures Booklet

calibration certificate.

131 Supplying & erecting push button type telephone Electrical Approved

instrument having speaker phone Caller ID & hands work Quality

free dialing system & 30 memories with display Specification

system (a) Single line BEETEL/panasonic or Booklet

equivalent make

132 Providing printed instruction chart both in English Electrical Approved

and Gujarati and duly framed with front glasses, for work Quality

treatment of person suffering from Electric shock Specification

133 Providing and erecting Sheet Steel powder coated Electrical Approved

MCB distribution board - flush / surface mounted work Quality

fitted with busbar, neutral link, earth bar and DIN Specification

rail, Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 Booklet

without MCB to house appropriate nos. of

MCBs.(The DBs should be used of same company of

MCB to be used) suitable for(B) three phase

incoming and single phase horizontal type outgoing

Per phase isolation type (PPI) (b) sheet steel double

door (iii)8 way

134 Approved make ELCBs / RCCBs conforming to Electrical Approved

IS:12640 and having sensitivity of 30 m A and Short work Quality

Circuit with stand capacity of 6KA and suitable for Specification

operation on single phase 240 V having Booklet

characteristic of quick action & tripping with all

advance feature & do not incorporate any

electronic component for following Max. rating. (ii)

40Amps. DP Cat III

135 providing and erecting Miniature circuit breaker Electrical Approved

single pole 6A to 25A suitable to operate on 240 V work Quality

A.C. system and having breaking capacity 10 KA to Specification

be erected in existing box. confirming to IS Booklet

8828/1996 with ISI Mark Cat-III

136 Providing & erecting 415 V MCB Four Pole for Electrical Approved

Motor & Inductive Load (C Curve) having 10KA work Quality

breaking capacity & confirms to IS :8828 in existing Specification

box having following capacity (B) 63 Amp. Cat-III Booklet

137 Providing and erecting approved make split air- Electrical Approved

conditioning unit consisting of copper condensing work Quality

unit with fan motor, hermetically sealed rotary Specification

compressor with accessories etc. duly connected Booklet

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 powder coated

Stand, Eco Friendly green gas charging, 15A plug

top & Remote Control) with necessary core cutting.

For 3 Star Rating of current year (b) for 1.5 ton

138 Supplying and erecting insulated pair of soft copper Electrical Approved

tubing including power and control cable,necessary work Quality

PVC drain pipes for Split AC machine up to 4 TR Specification

capacity Booklet

Note : For all the above items units for payment is applicable as per schedule - B only .The separate sheet

attached which is for application of general workmanship and material specification, the detail specification

and mode of measurement for all the item will as per instruction of engineer in charge and shall be final and

binding to all contractors

Detail Specification of Construction of VCC department for Veterinary science collage at

kamdhenu university Navsari

Providing and laying rubble for appron (eachstone weighting not less than 40Kg.) including and packing and filing in

the interestices with quarry-spalls.

Stones used for rubble packing under floors on grade, foundations etc., shall be clean, hard, durable rock free from

veins, flaws, laminations, weathering and other defects. Stones shall generally conform to the requirements

stipulated in IS: 1597 (Part I) Stones shall be as regular as can be obtained from quarries. Stones shall be of height

equal to the thickness of the packing proposed with a tolerance of 10 mm. Stones shall not have a base area± less

than 250 sq cm nor more than 500 sq.cm, and the smallest dimension of any stone shall not be less than half the

largest dimension. The quality and size of stones shall be subject to the approval of the client .

Stones shall be hand packed carefully and laid with their largest base downwards resting flat on the prepared sub-

grade and with their height equal to the thickness of the packing. Stones shall be laid breaking joints and in close

contact with each other. All interstices between the stones shall be wedged-in by small stones of suitable size, well

driven in by crow bars and hammers to ensure tight packing and complete filling-in of the interstices. The wedging

shall be carried out simultaneously with the placing in position of rubble packing and shall not lag behind. After

this, any interstices between the smaller wedged stones shall be unfilled with clean hard sand by brooming so as to

fill the joints completely. The laid rubble packing shall be sprinkled with water and compacted by using suitable

rammers. Base Concrete: The thickness and grade of concrete and reinforcement shall be as specified in items of

works prepared by the contractor. Before placing the blinding concrete, the sub-base of rubble packing shall be

properly wetted and rammed. Concrete for the base shall then be deposited between the forms, thoroughly

tamped and the surface finished level with the top edges of the forms. Two or three hours after the concrete has

been laid in position, the surface shall be roughened using steel wire brush to remove any scum or laitance and

swept clean so that the coarse aggregates are exposed. The surface of the base concrete shall be left rough to

provide adequate bond for the floor finish to be provided later.

Mode of Measurements & Payment

The payment shall be made for filling in plinth and trenches. No deduction shall be made for shrinkage or voids, if

consolidated as instructed above. The rate shall be for a unit of one cubic meter.

Masonry work using Aerated light weight concrete block having crushing strength not less than 35 kg/sqcm for

super structure above plinth level up to floor two level in cement mortar 1:5 ( 1 cement : 5 fine sand ) complete as

per Technical Specification

Autoclaved Aerated Concrete shall be Lightweight, Load-bearing, High-insulating, Durable as per specify sizes and

strengths. AAC Blocks as per IS 6041 (1985): Code of practice for construction of autoclaved cellular concrete block

masonry [CED 53: Cement Matrix Products], sand , cement water necessary scaffolding , plant machinery , tools

tackles etc complete the item Technical Specification of AAC

Property Units AAC Block

Size mm 600 x 200 x (75 to 300),

Size Tolerance mm ±

Compressive Strength N/mm 2 3 – 4.5 (IS 2185 part 3)

Normal Dry Density Kg / m 3 550 –

Property Units AAC Block

Sound Reduction Index Db 45 for 200 mm Thick Wall

Fire Resistance Hrs. 2 to 6 (Depending on Thickness)

Thermal Conductivity “K” W / m-k 0.16 –

Drying Shrinkage % 0.04% (Size of block)

AAC is produced out of a mix of quartz sand and/or pulverized fly ash (PFA), lime, cement, gypsum, water and

aluminum and is hardened by steam-curing in autoclaves. As a result of its excellent properties,. AAC contains 60% to

85% air by volume. It is then autoclaved under heat and pressure to create its unique properties. AAC has excellent

thermal insulation and acoustic absorption properties. AAC is fire and pest resistant, and is economically and

environmentally superior to the more traditional structural building materials such as concrete, wood, brick and

At the point when AAC is blended and cast in structures, a few compound responses occur that give AAC its light

weight (20% of the heaviness of cement) and warm properties. Aluminum powder responds with calcium hydroxide

and water to frame hydrogen. The hydrogen gas froths and copies the volume of the crude blend making gas rises to

3mm (⅛ inch) in distance across. Toward the end of the frothing procedure, the hydrogen escapes into the air and is

supplanted via air.AAC Blocks is a unique and excellent type of building material due to its super heat, fire and sound

resistance, AAC blocks are lightweight and offers ultimate workability, flexibility and durability. Its main ingredients

include sand, water, quicklime, cement and gypsum. The chemical reaction due to the aluminum paste provides AAC

its distinct porous structure, lightness, and insulation properties, completely different compared to other lightweight

concrete materials. When the forms are removed from the material, it is solid but still soft. It is then cut into either

blocks or panels, and placed in an autoclave chamber for 12 hours. During this steam pressure hardening process,

when the temperature reaches 190° Celsius (374° Fahrenheit) and the pressure reaches 8 to 12 bars, quartz sand

reacts with calcium hydroxide to form calcium silicate hydrate, which gives AAC its high strength and other unique

properties. Because of the relatively low temperature used AAC blocks are not considered fired brick but a

lightweight concrete masonry unit. After the autoclaving process, the material is ready for immediate use on the

construction site. Depending on its density, up to 80% of the volume of an AAC block is air. AAC's low density also

accounts for its low structural compression strength. It can carry loads of up to 8 MPa (1,160 PSI), approximately 50%

of the compressive strength of regular concrete. AAC offers incredible opportunities to increase building quality and

at the same time reduce costs at the construction site.

3.0. Mode of measurements & payment

3.1. The Perforated brick masonry work up to all floor 20 meter height from ground level shall be measured

and paid under this item rate includes cost of all materials & labor.

3.2. Perforated work in parapet shall be included in the corresponding masonry item of floor immediately

below the floor above which the parapet is built.

3.3. No deduction shall be made from quantity of brick work nor did any extra payment make for embedding in

masonry of marking holes in respect of following item.

(1) Ends of joints, beams, posts, girders, rafters, purlins trusses corbel, steps, etc. where cross sectional

area does not exceed 500 Sqcmt.

(2) Opening not exceed in 1000 sq.cm.

(3) Wall plate sand bed plates bearing of slab, chhajjas, and like whose thickness does not exceed 10 cm.

and the bearing does not extend the full thickness of wall.

(4) Drainage holes and recesses for cement concrete blocks to embed hold fasts for doors, window etc.

(5) Iron fixtures, pipes up to 300 mm. dia. hold fasts of doors, and window built into masonry and pipes etc.

for concealed wiring.

(6) Forming charges of section not exceeding 350 Sqcmt in masonry.

(7) Apparatuses for fire places shall not be deducted nor shall extra labor required to make splaying of

jumps, throating and making trenches over the aperture be paid for separately.

3.4. The rate shall before a unit of one cubic meter for brick masonry brick masonry.

Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including bending, binding and placing in position

complete up to floor two levels (up to 10 ton).

Detailed specification for this item shall be as per General Technical Specifications for Building Works booklet page

No 45 item No 5.4.11 except that T.M.T bar shall be used instead of H.Y.S.D bars.

T.M.T bar shall conform to IS 1786-85 /FE 500D for R.C.C work. It shall be purchased from approved manufacturer

and necessary proof of purchase shall be submitted to Engineer-in-charge along with bill. Bars shall be tested in

Government laboratory or Government approved laboratory prior to use. All necessary tests shall be carried out as

per instruction of Engineer-in-charge.

415 TMT bar shall conform to min 540 Mpa yield strength. TMT bar shall have Tensile strength of minimum 10 %

over YS 570minimum and elongation percentage minimum 18. The chemical composition of TMT bar shall be as

Carbon : 0.25% Maximum

Sulphur : 0.040% Maximum

Phosphorus : 0.040% Maximum

Maximum Sulphur & Phosphorus :0.075% Maximum

1.0 The work shall consist of furnished and placing reinforcement of the shape and dimensions shown on the

drawings or as directed by the Engineer-in-charge.

2.0 Steel shall be clean and free from loose mill scale at the time of fixing in position and subsequent

3.0 Reinforcing steel conform accurately to the dimensions given in the Bar bender schedules shown on

relevant drawings. Bars shall be bent cold to the specified shape and dimensions or as directed by the Engineer-in-

charge using a proper bar bender, operated by hand or power to attain proper radius of bends. Bars shall not be

bent or straightened in a manner that will injure the material. Bars bent during transport or handling shall be

straightened before being used on work; they shall be not heated to facilitate bending. Unless otherwise specified a

'U' type hook at the end of each bar shall invariably provided. The radius of the bend shall not be less than twice

the diameter of the round bar and the length of the straight part of the bar beyond the end of the curve shall be at

least four times the diameter of the round bar. In the case of bars which are not round and in the case of deformed

bars, the diameter shall be taken as the diameter of circle having an equivalent effective area. The hooks shall be

suitably encased to prevent any splitting of the concrete.

4.0 All reinforcement bars shall be accurately placed in exact position shown on the drawings, and shall be

securely held in

position during placing of concrete by annealed binding wire not less than 1 mm. in size and conforming to lS:

and by using stay blocks or metal chairs, spacers, metal hanger supporting wires or other approve devices at

sufficiently close intervals. Bars will not be allowed to sag between supports nor displaced during concreting or any

other operation of the work. All devices used for positioning shall be of non-corrodible material. Wooden and

metal supports will not extend to the surface of concrete, except where shown on the drawings. Placing bars on

layers of freshly laid concrete as the work progresses for adjusting bar spacing will not be allowed. Pieces of broken

stone or brick and wooden blocks shall not be used. Layers of bars shall be separated by spacer bars, precast

mortar blocks or other approved devices. Reinforcement after being placed in position shall be maintained in a

clean condition until completely embedded in concrete. Special care shall be exercised to prevent any

displacement of reinforcement in concrete already placed. To protect reinforcement from corrosion concrete

cover shall be provided as indicated on the drawings. All bars protruding from concrete and to which other bars are

to be spliced and which are likely to be exposed for an indefinite period shall be protected by a thick coat of neat

5.0Bars crossing each other, where required, shall be secured by binding wire (annealed) of size not less than

mm. and conforming to lS: 280 in such a manner that they do not slip overreach

other at the time of fixing and concreting.

6.0 As far as possible, bars of length shall be used. In case this is not possible, overlapping of bars shall be done

as directed by the Engineer-in-charge. When practicable, overlapping bars shall not touch each other, but be kept a

part by 25 mm. or 1.25 times the maximum size of the coarse aggregate whichever is greater, by concrete between

them. Where not feasible, overlapping bars shall be bound with annealed steel wire, and not less than 1 mm.

thickness twisted tight. The overlap shall be staggered for different bars and located at points, along the span

where neither sphere nor bending moment is maximum

7.0 Whenever indicated on the drawings or desired by the Engineer- in-charge bar shall be joined by couplings

which shall have a cross-section sufficient to transits the full stresses of bars, The ends of the bars that are joined

by couplings shall be upset for a sufficient length so that the effective cross-section at the base of threads is not

less than the normal cross-section of the bar. Threads shall be standard white worth threads. Steel for coupling

shall conform to lS:

8. 0 when permitted or specified on the drawings, joints of reinforcement bars shall be butt welded so as to

transmit their full stresses. Welded joints shall preferably be located at points where steel not be subject to more

than 75 percent of the maximum permissible stresses and welds so staggered that, at any one section not more

than 20 per cent of the rods are welded. Only electric is welding using a process which excludes air from the molten

metal and conforms to any or all other special provisions for the work will be accepted. Suitable mean shall be

provided for holding the bars securely in position during welding. It must be ensured that no voids are left in

welding and when welding is done in 2 or 3 stages, previous surface shall be cleaned properly. Ends of the bars shall

be cleaned of all loose scale, rust, grease, paint and other foreign matter before welding. Only competent welder

shall be employed on the work. The M. S. Electrodes used for welding shall conform to lS: 814. Welded pieces of

reinforcement shall be tested. Specimen shall be taken from the actual site and their number and frequency of

tests shall be as directed by the Engineer-in-charge.

9.0 For the purpose of calculating consumption, wastage shall not be permitted beyond 5 percent. Excess

consumption over 5% wilt be charged at penal rate. Useful pieces of steel, as may be decided by the Engineer-in-

charge shall be taken back by the Government at issue rate and at P.W.D. Store from where the steel was supplied.

All the expenses of loading, carting, unloading and returning the waste will be boned by the contractors.

10.0 Reinforcement shall be measured in length including Over-laps, separately for different diameters as

actually used in the work, where welding or coupling is restored to, in place of lap-joints, such joints shall be

measured for payment as the, equivalent length of over-lap as per design requirement. From the length so

measured the weight of reinforcement shall be calculated in tones on the same basis of IS: 1732 even though steel

is supplied to the contractor by the Departmental actual weigh measured. Length shall include hooks at ends.

Wastage and annealed steel wire for binding shall not be measured and cost of these items shall be deemed to be

included in the rates for reinforcement.

11.0 Rate for reinforcement shall include cost of all steel, its carting from source to work site, cutting, bending,

placing, binding and fixing in position as shown on the drawings end as directed by the Engineer-in- charge up to

any floor with all lead and lift . It shall also include cost of all devices for keeping reinforcement in approved

position, cost of jointing as per approved methods and all wastage and spacer bars.

12.0 Rate shall be for a unit of one kilogram including all and fixing up to all floor with all lead

and lift as directed by engineer in charge

Providing 10 mm thick mala cement plaster in single coat on ceiling and soffits of stairs for interior plastering up to

floor two level and finished even and smooth in (ii)Cement mortar 1:4 (1cement :4 sand) mala plastring line , level

and plumb to develop even surface as per instruction of engineer incharge etc complete.

Water M-1. The Cement mortar of proportion 1:4 shall conform to M-13, scaffolding, H frame, machinery tools for

forming the Mala plaster.

The tenderer/ contractor have to execute the exterior textured plaster up to all height and level as per approved

sample and instructed of the engineer in charge

2.1 Scaffolding: Wooden ballies, bamboos, planks, treadles and other scaffolding shall be sound. These shall be

properly examined before erection and use Stage scaffolding shall be provided for ceiling plaster, which shall be

independent of the walls.

2.2 Preparation of back-ground:

2.2.1 The surface shall be cleaned of all dust, loose mortar droppings, traces of algae, efflorescence and other

foreign matter by water or by brushing. Smooth surface shall be roughened by wire brushing if it is not hard and by

racking if it is hard. In case of concrete surface, if a chemical retarded has been applied to the form work, the

surface shall be roughened by wire brushing and all the resulting dust and loose particles cleaned off and care shall

be taken that none of the re trader is left on the surface. Trimming of projections on brick/concrete surface where

necessary shall be carried out to get an even surface.

2.2.2 Raking of joints in case of masonry where necessary shall be allowed to dry out for sufficient period before

carrying out the plaster work.

2.2.3 The work shall not be soaked but only damped evenly before applying the plaster. If the surface becomes dry

such area shall be moistened again.

2.2.4 For external plaster, the plastering operation shall be started from top floor and carried downwards. The

plaster, the plastering operations may be started wherever the building frame and cladding work are ready and the

temporary supporting ceiling resting on the wall of the floor have been removed, Ceiling plaster shall be completed

before starting plaster to walls.

Mode of Measurement & payment

The mode of measurement should be of 1 square meter.

3.1 The rate shall include the cost of all materials, labor and scaffolding etc, involved in the operations described

under workmanship for 15 mm thick mala plaster.

3.2 All plastering shall be measured in square meter unless, otherwise specified length, breadth or height shall be

measured correct to a centimeter.

3.3 Thickness of the plaster shall be exclusive of the thickness of the key i.e. grooves or open joints in brick work,

stone work etc. or space between laths. Thickness of plaster shall be average thickness with minimum 10 mm. at

any point on this surface.

3.4 This item includes plastering up to floor two levels.

3.5 The measurement of wall plastering shall be taken between the walls or partition (dimensions before plastering

being taken) for length and from the top of floor or skirting to ceiling for height. Depth of cover of cornices if any

shall be deducted.

3.6 Soffits of stairs shall be measured as plastering on ceilings, flowing so fits shall be measured separately.

3.7 For jambs, soffits, sills etc. for openings not exceeding 0.5 Sqmt. each in area for ends of joints, beams, posts,

girders, steps etc. not exceeding 0.5 Sqmt. each in area and for openings exceeding 0.5 sq.mt. and not exceeding

3.0 Sqmt in each area deductions and additions shall be made in the following manner :

(a) No deductions shall be made for ends joints, beams posts etc. and openings not exceeding 0.5 Sqmt each and

no addition shall be made for reveals, jambs, so fits, sills etc. of these opening for finish to plaster around ends of

joints, beams, posts etc.

(b) Deduction for openings exceeding 0.5 Sqmt but not exceeding 3 Sqmt. each shall be made as follows and no

addition shall be made for reveals, jambs, so fits etc. sills etc. of these openings.

(i) When both faces of all walls are plastered with same plaster, deduction shall be made for one face only.

(ii) When two faces of wall are plastered with different types of plasters or if one faces is plastered and the other

pointed, deductions shall be made from the plaster or pointing on the side of frame for door, window etc. on which

width or reveals is less than that on the other side but no deductions shall be made on the other side. Where

widths of reveals on both faces of all are equal, deductions of 50% of area of opening on each face shall be made

from area of plaster and/or pointing as the case may be.

3.8 For openings having door frames equal to projecting beyond the thickness of wall, full deduction for opening

shall be made from each plastered face of the wall.

3.9 In case of openings of area above 3 Sqmt each, deduction shall be made for opening but jambs, so fits and sills

shall be measured.

3.10 The rate shall be for a unit of one square meter including all lead and lift.

Applying two coats of Birla or Asian acrylic lippy (putty) and two coats of primer of approved brand and

manufacture on new wall surface to give an even shade including thoroughly brushing the surface free from mortar

dropping and other foreign matter and sand prepared smooth.

Material : Birla or approved make equivalent brand Lapi, water, approved quality primer, brush, binding material

scaffolding and other tools and manpower .

The contractor has to provide &priming coat over wall surfaces after and including preparing the surface

thoroughly cleaning oil, grease, dirt and other foreign matter, sand papering etc. Complete. And providing and

applying two coats of lappi on wall surface and ceiling with Birla or equivalent brand approved by engineer in

charge incl. thoroughly booming the surface free from mortar dropping and other foreign matter and sand

papering smooth etc Complete. Refer general technical specification book page no 124 item no 19.59 for applying

priming coat over wall surfaces & workmanship only.

Mode of Measurement & payment

The work done shall be measured in square meter for visible area of actual priming work & lappi coating work

done. His payment shall be done on the square meter basis for actual complete item of the Nothing extra shall be

paid for, rubbing, scrapping, finishing, carved surfaces or wastage etc. The rates includes all necessary all lead &

lift , necessary material, operation , consumable , labor , manpower , scaffolding , machinery required to complete

the item in all aspect.

Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an required shape

even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials.etc

Primer, weatherproof acrylic emulsion Apex of Asian, Nerolec, Burger or ICI Deluxe brand only primary coat with

alkalis resistance primer , brush ,roller , spray gun scaffolding , water other necessary accessories, plant and

equipment to complete the item . The Asian Paints Apex Ultima Advanced or Asian, Nerolec, Burger or ICI Deluxe

brand Anti Algal Weather Proof Emulsion water-based, modified acrylic, anti algal, high performance exterior wall

finish should be used . The paint should incorporate the latest state-of-the-art technology to provide long-lasting

exterior performance even in the most extreme tropical conditions of .Weatherproof acrylic emulsion paint should

have unique advanced anti algal chemistry ensures that exterior walls and provided with power-packed resistance

against algae and fungi growth. Weatherproof acrylic emulsion must have very good dirt pick up resistance and dirt

cleaning properties

The work of painting shall be done according to IS: 2395(1966) and 1477(1959) and shall be to the entire

satisfaction of the Engineer.

I. External Painting:

a. Preparation of surface: The surface shall be scrapped thoroughly to remove existing Painting or any other

protective film, any major patch or repair or crack shall be cut out and made good as specified under patch

repairing. Cracks may be wetted thoroughly prior to filling or priming paint may be applied to the side of the crack

to avoid undue absorption of water and subsequent shrinkage of filling. Grey and oily spots in the surface should

be removed by approved method. In addition any fungus or mould growth shall be completely removed by

thoroughly scraping and rubbing down with bristle brush and sand paper and then washing down with clean water

and allowed to dry. The surface shall be brushed with a soft bristle brush to remove any dust particle 24 hour after

b. Preparation of color: Shall be prepared strictly as per manufacturer’s instruction.

The primer shall be applied with a brush on the clean dry and smooth surface. Horizontal strokes shall be given first

and vertical strokes shall be applied immediately afterwards. This entire operation will constitute one coat. The

surface shall be finished as uniformly as possible leaving no brush marks. It shall be allowed to dry for at least

hours, before Paint is applied.

The purpose of the primer is to give a better adhesion to the paint and also to reduce consumption of paint on the

wall. Water thin able primers shall be used only. In addition to manufacturer’s instruction, the paint shall be

applied with brushes or spray pumps, if approved, in the specified number of coats. The operation of each coat

shall consist of a stroke of the brush first given horizontally from the right and then from the left and similarly the

subsequent stroke from bottom upwards and other from top downwards. Each coat shall be allowed to dry before

the next coat is applied. No portion of the surface shall be left out to be patched up later on.

The contractor has to providing and Applying two coats of with weatherproof acrylic emulsion alkaline stable,

impregnable, water repellant, on vertical façade by using approved quality material at any height. Contractor has to

do minor repairing of plaster work brick work, pointing at various location without any extra charge. The exterior

surface shall be thoroughly cleaned with water and cleaning material, wire brush so as to remove dust, moss,

fungus etc. Admixture shall be applied as per manufacture specifications, the rate includes the cost of material

applied tools labors involved in applications scaffolding if any cleaning surface and other sundry expense for all

height up to 15 mtr. Other material and specification shall be As per the manufacturer‘s prescribed norms.

Mode of measurement of Payment

The mode of measurement & payments shall be on square meter only. The rate will be inclusive of all material,

labor , lead lift , work up to all height ,tools , scaffolding zula , brush , machinery required to complete the item in

all respect up to satisfaction of architect and engineer in charge both. The unit rate will be per square meters of the

all visible surface and mode of measurement will in square meters only. No other rate , charge will be paid for any

extra work , minor repairing of plaster work or scaffolding to complete the entire item up to satisfaction of

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base of cement mortar 1:6 ( 1 cement:

coarse sand) on new surface or fixing on existing flooring by adhesive material including dismentaling of existing

flooring and jointed with color cement slurry including finised with flush pointing & cleaning the surface etc.

complete for antiskid Matt finish as per approved sample

Material " Vitrified tiles " /Johnson/ Asian/ Kajaria /Somani brand Vitrified floor tiles antiskid Matt finish

x600, 800 x800 first grade finish in dark and light color, white cement , sand , cement , water , diamond cutter

other plant and machinery etc

S/N Technical Data Norms International Standards Average Value

1 CHEMICAL RESISTACE EN-106 NO DAMAGE NO DAMAGE

2 COLOR RESISTANCE DIN-51094 NO NOTICEABLE COLOR NO DAMAGE

CHANGE MUST TAKE PLACE

3 BREAKING STRENGTH ASTM C- 648 1113N 2829N

4 RESISTANCE TO THERMAL SHOCK EN-104 NO DAMAGE NO DAMAGE

5 SKID RESISTANCE (Bared footed traf) DIN - 51130 R9 R11

6 DETERMINATION OF DIMENSION EN-98

7 SIDES EN-176 0.6

8 THICKNESS OF SIDES EN-179 5

9 STRAIGHTNESS OF SIDES EN-176

10 RECTANGULARITY EN-176

11 SURFACE FLATNESS EN-176

12 WATER ABSORPTION EN-99

13 FLEXION RESISTANCE EN-100 N/ mm3 N/ mm3

14 ABSORPTION RESISTANCE EN-102 205N/ mm3 144N/ mm3

15 FROST RESISTANCE EN-202 NO DAMAGE NO DAMAGE

16 MOH HARDNESS EN-101 6 Moh 8Moh

17 COEFFICIENT OF LINEAR EXPANSION EN-103 9 x 106 C-1 6 x 106 C-1

Vitrified tiles should be of fine vitrified stone ware tie. With the help of highest-pressure computer controlled water

jet driven machines and thanks to specific abrasives, perfect cuts and exclusive combination must be obtained, the

material should be more adaptable malleable and effective. Unglazed with no surface coating. The tiles should be a

Monolithic Homogenous tile. The granite tiles should provides a good sizing and squaring from the factory end

ensures a good flush to flush joint and acid and Alkali resistant, except hydraulic acid and its derivatives the water

absorption must be less than 0.5%, making the tiles highly stain resistant.

2.1.1 The sub grade shall be cleaned, wetted and mopped. The bedding shall then be laid evenly over the surface

tamped and corrected to desired level and allowed to harden enough to offer a rigid cushion to tiles and to enable

the mason to place wooden planks across and squat on it.

2.1.2 The full body vitrified tiles shall be laid on cement mortar bedding of 20mm average and over it thick in cm

1:3. The mortar shall have sufficient plasticity for laying and there shall be no hard lumps that would interface with

the evenness of bedding. The base shall be cleared and well wetted. The mortar shall then be spread in thickness

not less than 10mmat any place and average 20 mm thickness. The proportion of the cement mortar shall be as

specified in the item.

2.2. Fixing full body vitrified tiles:

2.2.1 The full body vitrified tiles before laying shall be soaked in the water for at least two hours. Neat grey cement

grout at 3.3 kg/cement/sqmt of honey like consistency shall be spread over the mortar bedding as directed. The

edges of the tiles are smeared with neat cement slurry. The tiles be well pressed and gently tapped with a wooden

mallet till they are properly bedded and in level with the adjoining tiles. There shall be no hollows in bed or joints.

The joints between the tiles shall be as thin as possible in straight line or as per patterns.

2.2.2. The tiles shall not have staggered joints. The joints shall be true to center line both ways. The column p

coming in the flooring shall be so positioned that its grating shall replace only one tile as far as possible. Where full

size tiles cannot be fixed, they shall be cut (Swan) to the required size and the edges rubbed smooth to ensure

straight and true joints. The joints shall have been filled with white cement grout with wire brush of trowel to a

depth of 5mm. and loose material removed. White cement & matching pigment shall be used for pointing the

joints. After fixing the tile finally in an even plane the flooring shall be kept wet and allowed to nature undisturbed

2.3.1the surplus cement grout that may have come out of the joints shall be cleared off before it sets. Once the

floor has set, it shall be carefully washed, cleared by dilute acid and dried. Proper precaution and measures shall be

taken to ensure that the tiles are not damaged in any way till completion of the construction. Refer general

technical specification booklet page no 84 item no 14.29 for workmanship only

Mode of measurement & payment

3.1 The work done shall be measured in square meter for visible area of actual flooring work done. The length and

width of the flooring shall be measured no between the faces of skirting or dado and plastered face of wall as the

case may be. The paving under dado or skirting shall not be measured. No deduction shall be made for extra paid

for any opening in the floor of area up to 0.1 Sqmt. Nothing extra shall be paid for laying the floors at different

levels in the same rooms. Lying shall be in required pattern as per drawing.

The rate shall be for a unit of one sq. meter. The sample of tiles shall be getting approved from architect. The basic

rate of Vitrified tiles shall be 60 Rs/ Sqft at work site including all cost proof of purchase of tiles shall be given by

contractor to owner. Any lower price then stated above shall be deducted from finished item rate.

Providing and laying Vitrified tiles 8 to 10 mm thick , in skirting risers of steps and dedo on 10mm thick cement

plaster 1:3 (1-cement : 3-coarse sand) and jointed with white cement slurry

Material " Vitrified tiles "Bell /Johanson/ Asian/ Kajaria/Varmora brand first grade finish in color & size 600 x

mm , white cement , sand , cement , water , diamond cutter , other plant and machinery etc

S/N Technical Data Norms International Standards Average Value

1 CHEMICAL RESISTACE EN-106 NO DAMAGE NO DAMAGE

2 COLOR RESISTANCE DIN-51094 NO NOTICEABLE COLOR NO DAMAGE

CHANGE MUST TAKE

3 BREAKING STRENGTH ASTM C- 648 1113N 2829N

4 RESISTANCE TO THERMAL SHOCK EN-104 NO DAMAGE NO DAMAGE

5 SKID RESISTANCE DIN - 51130 R9 R11

(Bared footed traf)

6 DETERMINATION OF DIMENSION EN-98

7 SIDES EN-176 0.6

8 THICKNESS OF SIDES EN-179 5

9 STRAIGHTNESS OF SIDES EN-176

10 RECTANGULARITY EN-176

11 SURFACE FLATNESS EN-176

12 WATER ABSORPTION EN-99

13 FLEXION RESISTANCE EN-100 N/ mm3 N/ mm3

14 ABSORPTION RESISTANCE EN-102 205N/ mm3 144N/ mm3

15 FROST RESISTANCE EN-202 NO DAMAGE NO DAMAGE

16 MOH HARDNESS EN-101 6 Moh 8Moh

17 COEFFICIENT OF LINEAR EN-103 9 x 106 C-1 6 x 106 C-1

Vitrified tiles should be of fine vitrified stone ware tie. With the help of highest-pressure computer controlled water

jet driven machines and thanks to specific abrasives, perfect cuts and exclusive combination must be obtained, the

material should be more adaptable malleable and effective. Unglazed with no surface coating. The tiles should be a

Monolithic Homogenous tile. The granite tiles should provides a good sizing and squaring from the factory end

ensures a good flush to flush joint and acid and Alkali resistant, except hydraulic acid and its derivatives the water

absorption must be less than 0.5%, making the tiles highly stain resistant.

2.1.1 the sub grade shall be cleaned, wetted and mopped. The bedding shall then be laid evenly over the surface

tamped and corrected to desired level and allowed to harden enough to offer a rigid cushion to tiles and to enable

the mason to place wooden planks across and squat on it.

2.1.2 the full body vitrified tiles shall be laid on cement mortar bedding of 20mm average and over it thick in cm

1:3. The mortar shall have sufficient plasticity for laying and there shall be no hard lumps that would interface with

the evenness of bedding. The base shall be cleared and well wetted. The mortar shall then be spread in thickness

not less than 10mmat any place and average 20 mm thickness. The proportion of the cement mortar shall be as

specified in the item.

2.2. Fixing full body vitrified tiles:

2.2.1 The full body vitrified tiles before laying shall be soaked in the water for at least two hours. Neat grey cement

grout at 3.3 kg/cement/sq mt of honey like consistency shall be spread over the mortar bedding as directed. The

edges of the tiles are smeared with neat cement slurry. The tiles be well pressed and gently tapped with a wooden

mallet till they are properly bedded and in level with the adjoining tiles. There shall be no hollows in bed or joints.

The joints between the tiles shall be as thin as possible in straight line or as per patterns.

2.2.2. The tiles shall not have staggered joints. The joints shall be true to center line both ways. The column p

coming in the flooring shall be so positioned that its grating shall replace only one tile as far as possible. Where full

size tiles cannot be fixed, they shall be cut (Swan) to the required size and the edges rubbed smooth to ensure

straight and true joints. The joints shall have been filled with white cement grout with wire brush of trowel to a

depth of 5mm. and loose material removed. White cement & matching pigment shall be used for pointing the

joints. After fixing the tile finally in an even plane the flooring shall be kept wet and allowed to nature undisturbed

2.3.1the surplus cement grout that may have come out of the joints shall be cleared off before it sets. Once the

floor has set, it shall be carefully washed, cleared by dilute acid and dried. Proper precaution and measures shall be

taken to ensure that the tiles are not damaged in any way till completion of the construction. Refer general

technical specification booklet page no 84 item no 14.29 for workmanship only

Mode of measurement & payment

3.1 The work done shall be measured in square meter for visible area of actual flooring work done. The length and

width of the flooring shall be measured no between the faces of skirting or dedo and plastered face of wall as the

case may be. The paving under dado or skirting shall not be measured. No deduction shall be made for extra paid

for any opening in the floor of area up to 0.1 sqmt. Nothing extra shall be paid for laying the floors at different

levels in the same rooms. Lying shall be in required pattern as per drawing.

The rate shall be for a unit of one sq. meter. The sample of tiles shall be get approved from architect. The basic rate

of granemite tiles shall be Rs 65/- per sqft at work site including all cost proof of purchase of tiles shall be given by

contractor to owner. Any lower price then stated above shall be deducted from finished item rate.

Providing & lying CERAMIC tiles 6 to 8 mm thick In skirting risers of steps and dado on 10mm. Th. Cement plaster

1:3 (1 cement : 3 coarse sand ) pointing in white cement and jointed with white cement slurry. The tiles should be

approved by engineer in charge and architect , the color and pattern and design as per instruction of architect and

as directed by engineer in charge etc complete with first quality of tiles only fixing up to all and any floor with all

lead & lift etc complete

Ceramic Vitrified cladding tiles , Somani Asian , Kajaria ,Varmora or Johnson make or Equivalent make approved

by architect ,white cement , matching pigment ,send , tiles with concept , butta and border the color and pattern

and design as per instruction of architect material shall be of the best approved quality obtainable and they shall

comply with the respective Indian Standard Specifications. Samples of all materials shall be got approved before

placing order and the approved samples shall be deposited with The Board. Ceramic is primarily made up of clays,

quartziferous sands, glass substances and other minerals.

Only natural raw materials are used, mixed with water and fired at high temperatures to create a naturally

beautiful product and to achieve hardness and durability. Different sizes of ceramic tiles 20x20 cm, 20x 30 cm, 25x

40cm in wall tiles and 30x 30 cm, the tiles should be from ISO 9002 & ISO 14001 certified manufacture only

Conformity of Ceramic Tiles to European Standards EN-177 B-II a /

ISO-13006 and Indian Standard IS :

CEN standards, ISO

Characteristics standards & Indian Minimum Value Method of Testing

Deviation in Length Max. +/- 0.5% Max. +/- 0.5% EN-98 / ISO-10545-2/ IS : 13630 (Part-1)

Deviation in Thickness Max. +/- 0.5% Max. +/- 0.5% EN-98 / ISO-10545.2/ IS : 13630 (Part-1)

Wedging Warpage Max. +/- 0.5% Max. +/- 0.5% EN-98 / ISO-10545.2/ IS : 13630 (Part-1)

Squareness Max. +/- 0.6% Max. +/- 0.6% EN-98 / ISO-10545.2/ IS : 13630 (Part-1)

Water Absorption 3-6% 3-6% EN-99 / ISO-10545.3/ IS : 13630 (Part-3)

Scratch Resistance

Min. 5 Min. 5 EN-101/IS:13630 (Part-13)

As per the abrasion As per the abrasion

Abrasion Resistance class indicated by the class indicated in

manufacturer catalogue

In conformity with the In conformity with the EN-105 / ISO-10545.11/ IS : 13630 (Part-

Crazing Resistance

Resistant to all acids Resistant to all acids

all alkalis (except and alkalis (except EN-122 / ISO-10545.13/ IS : 13630 (Part-

Chemical Resistance

Hydrofluoric Acid and Hydrofluoric Acid and 8)

its compounds) its compounds)

Bending Strength >=220 Kgs./cm2 >=300 Kgs./cm2

Thermal Shock Resistant to 10 Cycles Resistant to 10 cycles

Workmanship for skirting & dado

The joints shall be raked out to a depth of at least 15 mm in masonry walls, while the masonry is being laid. In case

of concrete walls, the surfaces shall be chipped and roughened with wire brushes. The surface shall be cleaned

thoroughly, washed with water and kept wet before skirting work is commenced. Tiles shall be laid on 12 mm thick

plaster of cement mortar 1:3 (1 cement 3 sand) or mix as specified shall be applied and allowed to harden. The

plaster shall be roughened with wire brushes or by scratching diagonally at close intervals while it is green.The tiles

should be soaked in water, washed clean, and a cot of cement slurry applied liberally at the back of tiles and set in

the bedding mortar. The tiles shall be tamped and corrected to proper plane and lines. The tiles shall be set in the

required pattern and but jointed. The joints shall be as fine as possible. Top of skirting of dado shall be truly

horizontal and joints truly vertical except where otherwise indicated. Skirting and dado shall rest on the top of

flooring where full size tiles cannot be fixed thee shall be cut (sawn) to the required size and their edges rubbed

smooth. The tiles should be fixed in the pattern design, color and concept with patta, butta as per instruction of

architect and detail drawing the joints shall be cleaned off the gray cement grout with wire brush or trowel to a

depth of 2 mm to 3 mm and all dust and loose mortar removed. Joints shall then be flush pointed with white

cement added with pigments if required to match the color of tiles. The surface shall then be kept wet for 7 days

after curing the surface shall be washed and finished clean. The finished work shall not sound hollow when tapped

with a wooden mallet. Refer the general specification booklet page no 84 item no 14.32 and other relevant item for

workmanship only. Please refer this entire page for workmanship only not for the mode of measurement and

Mode of Measurement & payment

The work done shall be measured in square meter for visible area of actual skirting, dado, riser of the steps cladding

work done. Nothing extra shall be paid for edge molding , rubbing , finishing ,cutting , wastage includes all

necessary material , operation , consumable , labor , manpower , scaffolding , machinery required to complete the

item in all aspect up to any floor with all lead and lift .

Providing and fixing of minimum 16 mm thick Green marble stone slab for jambs of doors and window .Green

marble stone should be spotless ,without any crack , vain or other damages joined with grey cement slurry and

matching pigment in vertical and horizontal member , including rubbing and polishing and full round edge

moulding on both the sides( edge), Mirror polishing curing of the Green marble stone as per detail design and

instruction. The door frame should have sandwich type Jambs stone fitting to accommodate fixing of door where

required , the fixing of jambs with necessary binding wire tiles piece, adhesive , clamp , fastener, white cement

and matching pigment other consumable, molding and polishing machinery other tools , tackles required to

complete the item. And where two member vertical and horizontal meet it should cut 45 degree angle etc up to all

floor with all lead & lift etc complete. The Green marble stone size and quality should be as per sample approved by

architect and Eng. in charge.

Approved quality Green marble stone slab 16 to 20 mm thick slab, spotless, without any crack, vain or other

damages sand, cement, water , hardware , adhesive , chemical clamp Water shall conform to M-1. Lime mortar

shall conform to M-10. Cement mortar shall conform to M-1). Marble stone slab 16 mm. thick shall conform to M-

2.1 Dressing of Green marble stone slab :

Every stone shall be cut to require size and fine chisel dressed to give a smooth and even surface on all sides to full

depth. A straight edge laid along the sides of the stone shall be fully in contact with it Chisel dressing shall also be

done on top surface to remove any waviness. The sides and top surface of Green marble stone slab shall

be machine rubbed or table rubbed with coarse sand before using. All angles and edges or slabs shall be true,

square and free from chipping.

2.2 The thickness of stone shall be 16 mm. The allowable tolerance shall be 2 mm. allowable. The tolerance shall +

5 mm. in length and breadth.

Bedding of marble slabs shall either be time mortar 1:1.5 (1 lime putty: 1.5 coarse sand) or cement mortar 1:6 (1

cement: 6 coarse sand) of average thickness 20 mm. thick as given in description of item. Minimum thickness at any

place shall not be less than 10 mm.

The surface of sub-grade shall be cleared, wetted and mopped. Mortar of specified mix and thickness shall then be

spread on an area sufficient to receive one marble slab. The slab is washed clean before laying. It tie laid on top

pressed and tapped gently to bring it in level with other slabs. It shall then be lifted and a side. The top surface of

the mortar shall then be corrected by adding fresh mortar at hollows, or depressions. The mortar shall then be

allowed to harden it over this surface cement slurry or honey like consistency at 4.4 Kg. of cement per sq. meter.

The edges of slabs already paved shall be buttered with gray cement. The slab shall then be gently placed in

position and tapped with wooden mallet till it is properly bedded in level with and close to the adjoining slab. The

joints shall be as fine as possible. Surplus cement on the surface of the slab shall be removed. The slab fixed in the

floor adjoining the walls shall enter not less than 10 mm. under the plaster skirting or dado. The junction between

the walls and floors shall be finished neatly. The finished surface shall be true to level and slopes as directed.

2.5. Curing: The floor shall be cured for a minimum period of seven days.

2.6. Polishing and finishing:

Unevenness at the meeting edges of slab shall be removed by fine chiseling. Finishing etc. shall be done as per

relevant specifications of item No. 14.21 (A) ( building specification booklet) or terrazzo tiles flooring except that

cement slurry with/or without pigments shall not be applied on the surface before each polishing.

The contractor has to Provide and Laying Green marble stone slab , spotless ,without any crack , vain or other

damages 16 to 20 mm thick for jambs covering of various window/ opening over 12 mm Thick Cement plaster 1:3

(1 cement : 3 coarse sand ) and joined with grey cement slurry in vertical and horizontal member in the window

opening , or on column cladding , The finishing of joints should be with white cement and matching pigment

including . The rubbing and polishing of the Green marble stone slab on the both side( edge) , mirror polishing on

all visible surfaces and molding on the edges to foam curve smooth surface & fixing up to all height at any level etc

complete up to satisfaction of architect and instruction of engineer in charge.

3.0. Mode of measurements and payment

3.1. Green marble stone slab flooring/skirting fixing in the jambs of door with various kinds of Green marble

stone slab shall be measured in sq. meter. The length and breadth shall be measured between-the finished face of

skirting or dado or wall plaster No deduction shall fie made nor extra shall be paid for nay opening in the floor or

area up to 0.05 Sqmt. Nothing extra shall be paid for laying stone at different levels in the same room. The work

done shall be measured in square meter for visible area of actual door window seal, jams work up to all height and

any level and payment should be in square meter only. Nothing extra shall be paid for, rubbing, finishing, edge

molding, mirror polishing of the Green marble stone slab. This includes all necessary material, operation,

consumable, labor, manpower, scaffolding, machinery required to complete the item in all aspect. The rate shall be

for a unit of one Sqmt.

Providing and fixing of minimum 18 mm thick Marble stone slab of approved quality for flooring , riser of steps,

tread dedo , landing in stair case over Bed of 20mm ( average) thick base of cement mortar 1:6 (1cement :

coarse sand) or lime mortar 1:1.5 laid and jointed with white cement slurry and matching pigment including

rubbing and polishing complete for flooring in steps . The fixing of Black Marble stone slab 18 mm thick at the stair

case steps up to all floor in raiser & tread including edge moulding to flooring and two anti skid grooves as per

instruction of engineer in charge . The fixing of Marble stone slab as per detail design and instruction, including

necessary Mirror polishing , cutting of the stone , adhesive , clamp , fastener , other consumable and labour and

fixing up to all floor with all lead & lift etc complete as directed by engineer in charge

Water shall conform to M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-1). Green

Marble stone slab 25 mm thick of Kesaraji or Udaipur green as per approved sample.

2.0. Workmanship

2.1. Dressing of slabs :

Every stone shall be cut to require size and fine chisel dressed to give a smooth and even surface on all sides to full

depth. A straight edge laid along the sides of the stone shall be fully in contact with it Chisel dressing shall also be

done on top surface to remove any waviness. The sides and top surface of marble

Slabs shall be machined rubbed or table rubbed with coarse sand before using. All angles and edges or slabs shall

be true, square and free from chipping. The green marble shall to fix in stair case without joint in single piece on

each step riser and trade with edge molding on front side 2.2 the thickness of stone shall be 25 mm. The allowable

tolerance shall be 2 mm. allowable. The 'tolerance shall + 5 mm. in length and breadth.

Bedding of marble slabs shall either be time mortar 1:1.5 (1 lime putty : 1.5 coarse sand) or cement mortar 1:6 (1

cement : 6 coarse sand) of average thickness 20 mm. thick as given in description of item. Minimum thickness at

any place shall not be less than 10 mm.

The green marble shall to fix in stair case without joint in single piece on each step riser and trade with edge

molding on front side .The surface of sub-grade shall be cleared, wetted and mopped. Mortar of specified mix and

thickness shall then be spread on an area sufficient to receive one marble slab. The slab be washed clean before

laying. It tie laid on top pressed and tapped gently to bring it in level with other slabs. It shall then be lifted and a

side. The top surface of the mortar shall then be corrected by adding fresh mortar at hollows, or depressions. The

mortar shall then be allowed to harden it over this surface cement slurry or honey like consistency at 4.4 Kg. of

cement per sq. meter. The edges of slabs already paved shall be buttered with gray cement. The slab shall then be

gently placed in position and tapped with wooden mallet till it is properly bedded in level with and close to the

adjoining slab. The joints shall be as fine as possible. Surplus cement on the surface of the slab shall be removed.

The slab fixed in the floor adjoining the walls shall enter not less than 10 mm. under the plaster skirting or dedo.

The junction between the trade and riser of steps shall be finished neatly. The finished surface shall be true to level

and slopes as directed.

2.5. Curing : The floor shall be cured for a minimum period of seven days.

2.6. Polishing and finishing:

Unevenness at the meeting edges of slab shall be removed by fine chiseling. Finishing etc. shall be done as per

relevant specifications of item No. 14.21 (A) or terrazzo tiles flooring except that cement slurry with/or without

pigments shall not be applied on the surface before each polishing.

3.0. Mode of measurements and payment

3.1. Marbles stone flooring with various kinds of marble shall be measured in sq. meter. The length and breadth

shall be measured between-the finished surface of marble No deduction shall fie made nor extra shall be paid for

nay opening in the floor or dado or area up to 0.05 sq. mt. Nothing extra shall be paid for laying stone at different

levels in the any floor up to 40 meter height. Treads and steps of stairs paved with marble stone slabs shall be also

be measured under flooring.

3.2. The rate shall be for a unit of one sq. meter for fixing of The green marble in stair case without joint in single

piece on each step of riser and trade with edge molding on front side, up to all floor and level with all lead and lift.

Providing and fixing minimum 50mm wide sand blasting on Marble stone for stair case steps with necessary tools

tacjels , equipment plant as per detail design upto all floor with all lead & lift etc complete as per instruction of

engineer in charge

1.0 25mm thick textured ( sand blasting)Green marble

1.1. Water shall conform to M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11

Polished Green marble shall conform to textured ( sand blasted ) Green marble , The Green marble shall be hard

even, sound, and regular in shape and generally uniform in color. The color of the stone shall generally be green

Brown coloured shall not be allowed for use They shall be without any soft veins, cranks of flaws.

1.2. The size of the stones to be used for flooring shall be of size 600 mm x 600 mm and/or size 600 mm. x 450 mm

as directed However smaller sizes will be allowed to be used to the extent of maintaining required pattern.

Thickness shall be as specified

1.3. The edges of minus 30 mm on accounts of chisel dressing of edges shall be permitted for length as well as

breadth. Tolerance in thickness shall be + 3 mm

1.4. The edges of stones shall be truly chiseled and table rubbed with coarse sand before paving. All angles and

edges of the stones of shall be true, square and free from chipping and surface shall De true and plain 1.5. When

machine cut edges are specified, the exposed and the edges at joints shall be machine cut The thickness of the

exposed machine cut edges shall be uniform

1.6 The textured ( sand blasting)kota st stones shall have sand blasted surface. When brought on site, the stones-

shall be single polished or double polished depending upon its use. The stones for paving shall generally be single

side sand blasted The stones to be used for dedo, skirting, sink, veneering, sills steps etc. where machine polishing

after the stones are fixed in situ is not possible shall be double sand blasted.

2.0. Workmanship

2.1. Each sand blasted slab shall be cut to the required size and shape and fine chisel dressed at all the edges. The

trust dressed shall have a full contract if a straight edge is laid along. The sides shall be table rubbed with coarse

sand before paving. All angles and edges of the slabs shall be true square and free from chippings and giving a

plane surface. The thickness

shall be 25 mm. (Average) as specified in the item but not less than 20 mm. at any place of the slab.

2.2. Bedding for the sand blasted Green marble shall be of cement mortar 1:6 (1 cement : 6 coarse sand) or L.M.

1:1.5 of average thickness 20 mm given in the description of the item. Sub grade shall be cleaned, wetted and

mopped Mortar of the specified mix and thickness shall then be spread on an area sufficient to receive one kota

stone slab. The slab shall be washed clean before laying. It shall be laid on top, pressed, tapped gently to bring it in

level with the other slabs. If shall then be lifted and laid aside. Top surface of the mortar shall then be corrected by

adding fresh mortar at hollows or depressions. The mortar shall then be allowed to harden bit. Over this surface,

cement slurry of honey-like consistency shall be applied. The slab shall then be gently placed in position and tapped

with wooden mallet till it is properly padded in level with and close to the adjoining slab. The joint shall be as fine

as possible. The slabs fixed in the floor adjoining, the walls shall enter not less than 10 mm. under the plaster,

skirting or dedo. The junction between the wan and floor shall be finished neatly. The finished surface shall be true

to levels and slopes as directed

2.3. The floor shall be kept wet for a minimum period of 7 days so that bedding and joints set properly

2.4. Polishing shall be normally commenced after 14 days of laying the stone slab. The sand blasting should be done

with using proper compress and sand blasting gun as per standard norms . the polishing shah be done with

carborundum stones of 120 grade grit fitted in the heavy machine and then second polishing shall be done with

carborundum stone of 220 to 350 grade grit fitted in heavy machine. Water shall be properly used during polishing.

The stone shall then be washed clean with water When directed by the Engineer-in-charge, wax polish of approved

quality shall be applied on the surface with the help of soft cloth over a clean and dry surface. Then the polishing

machine fitted with bobs shall be run over it.

2.5. The holes required for Nahni traps, pipes and any other fittings shall be made, without any extra cost.

3.0. Measurement & payment

3.1. The rate shall include the cost of all materials and labor involved in ail the operations described above. The

sand blasted Green marble flooring shall be measured in square meters correct to two places decimal, length and

breadth shall be measured correct to a centimeter and between the finished face of skirting dedo plaster and no

deduction shall be made nor extra paid for any opening in floor of areas up to 0 1 sq

3.2. The rate shall be for a unit of one sq. meter

Mode of Measurement & payment

The work done shall be measured in square meter for visible area of actual flooring work done. The length and

width of the flooring shall be measured no between the faces of skirting or dado and plastered face of wall as the

case may be. The paving under dado or skirting shall not be measured. No deduction shall be made for extra paid

for any opening in the floor of area up to 0.1 sqmt. Nothing extra shall be paid for laying the floors at different

levels in the same rooms. Lying shall be in required pattern as per drawing.

The rate shall be for a unit of one sq. meter. The sample of sand blasted Green marble be getting approved from

architect. And engineer in charge

Applying general insecticide pest control treatment to floors, cupboards etc including labour material etc.

complete. Using Heptachloride 20 EC. As Per 6113_ pests Consentration Weight 0.50 percent is recommended one

litre chemical emulsion dillute with 39 liter of water will give. Total dillute concrentration will be 40 litre inclusive of

one litre chemical emulsion appication 0.5 Litre chemical / Sqm of surface is recommended as per I.S.

Bifenthrin (Biflex) TC manufactured by FMC USA and Premise IMIDACLOPRID 30.5% solvent concentration

manufactured Bayer India Ltd. water ,solution other tools plant machinery etc complete

The contractor has to Apply the general anti termite treatment for pre construction horizontal barrier , vertical

barrier and treatment to external perimeter by carrying out ant termite treatment through authorized service

center of Godrej Hicare Ltd. Using Bifenthrin (Biflex) TC manufactured by FMC USA and Premise IMIDACLOPRID

30.5% solvent concentration manufactured Bayer India Ltd. The anti termite treatment to post construction to

floors, walls /door frames , cupboards electrical boards , plumbing lines etc as per detail specification and

instruction of engineer in charge .The tenderer/ controtor shall use the approved quality chemical of the Godrej

brand . Mixing ratio should be as specified by the manufacture and as approved by the engineer in charge A daily

record shall be maintained by the Contractor indicating the amount of work done and the quantity of chemical

consumed for the work. This record book shall be the property of the Employer. Method of application The

following paragraphs specify the manner and sequence of operation, which must be followed. They also indicate

the rates of application of chemicals of stated concentration for various operations. It shall be distinctly understood

that these represent the minimum rates of application for each operation and that the Contractor shall actually

apply chemicals at rates higher than those specified herein to the extent he may consider them necessary for

effectiveness during the 7 years guarantee period. In other work the onus of Responsibility of applying adequate

amount of chemicals as required to sustain the 7 years guarantee shall be that of the Contractor, but in no case

shall actual rates of application be less than these specified herein. i) The bottom and sides of foundation pits shall

be treated to a height of 300 mm at the rate OF 5 Liters of 1% solution of chemical in water per square meter .ii)

The refill earth shall be treated at the rate of 5 liters of 1% solution of the chemical in water per linear meter on

both sides of built up walls. iii) Before laying the floor, the top surface of the consolidated earth within the plinth

wall shall be treated at the rate of 5 liters of 1% solution of the chemical in water per square meter. It is advisable

to make 20mm dia 500mm deep holes at the rate of 300 mm c/c before pouring the chemical.iv) After completion

of the building the 300mm of earth along the external perimeter of the building shall be treated at the rate of

liters of 1% solution of the chemical in water per square meter.v) All timber faces in contact with masonry work as

in door frames shall be brushed twice with 1% solution of the chemical in kerosene oil.vi) Treatment shall not be

made when the soil or fill is excessively wet or immediately after heavy rains to avoid surface flow of the toxicant

from application site. Unless the treated areas are to be immediately covered, precautions shall be taken to

prevent disturbance of the treatment by human or animal contact with the treated soil.Guarantee: 7 years.

In the unlikely event of any treatment becoming necessary subsequently during the guarantee period, required

inspection and treatment shall be carried out free of cost. The Contractor shall submit an undertaking to the

Employer, on a stamp paper, duly notarized, to carry out such repairs as and when required.

2.0. Workmanship

2.1. The chemicals barrier shall be complete and continuous under whole of the structure to be protected.

2.2. The bottom and the sides of foundations up to a height of 30 cms. from the bottom of excavation

made for masonry foundation and for basement column pits shall be treated with the chemical emulsion at

the rate 5 liters/ sq. meter of the surface area. .

2.3. The chemical treatment shall be-carried out when the surfaces is quite dry. Chemical treatment shall not be

carried out when it is raining or when the soil wet with rain or sub soil water.

2.4. Once formed, treated soil berries shall be not disturbed. If by chance, treated soil barriers are disturbed,

immediate steps shall be taken to restore the continuiting and compactness of the barrier system

2.5. The treatment against termite infection shall remain fully effective for a period not less than 7 years from

date of issue of the final certificate to completion of work. If at any time during this period, any defects in

revealed or any evidence of infection in any part of the building or structure is noticed, the contractor shall be

the concerned defects within 14 days on receipt of notice from Engineer-in-charge. On contractor's failure to do so,

the Engineer-in-charge may get the same rectified through any other agency at contractor's risk and cost, and

decision of Engineer-in-charge as to the cost payable by contractor for the same shall be final and binding to the

2.6. A guarantee bond on appropriately stamped paper shall be given by the contractor to the department in the

manner and form prescribed below:

FORM OF GUARANTEE BOND

I/We………………………………………………………………………………. ( Contractor) hereby guarantee that work

will remain unaffected and will not be any way damaged by termite or any other germs of similar types, for a

10 years after completion of the work of anti-termite as per the terms and conditions of the contract and or

that might be caused on account of termite and or other similar type of germs and hereby Guarantees to make

any loss of damages suffered by the Government of Gujarat and further guarantee to redo effective work without

claiming any extra cost.

2.7. This guarantee shall remain in force for the period of 7 years from the completion of the work under the

contract and it shall remain binding to the contractor for period of 7 years.

2.8. The deposit at the rate of 50% of the cost of this item from the running and final bills shall be recovered and

retained for the first one year after completion of the work and 10% shall be retained for the balance of guarantee

period and shall be refunded only after the completion of the guarantee period.

3.0. Mode of measurements & payment

3.1. The length and breadth shall be measured correct to a cm. as per the dimensions of sanctioned plans. No

deduction shall be made nor extra paid for any opening for pipes etc. up to 0.1.sq. mt. The rate shall include the

of all labour and materials required for the operation involved for satisfactory completion of this item. The sides of

trenches 30 cms, each side and bottom shall be measured under this item. The rate shall be for a unit of One sq.

meter of entire item complete in all respect. any charge , wastage or extra shall not be paid separately. The

contractor has signed 7 year performance bond before the final bill.

Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water

proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen

primer for bitumen membrane @0.40 ltr/sqm. by the same membrane manufacture of density at 25 C, 0.87-0.89

kg/ltr and viscocity 70-160 cps. Over the primer coat the layer membrane shall be laid using Butane torch and

sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the

membrane shall be as under : Joints strength in logitudinal and transverse direction at 23 C as 650/450N/5cm. Tear

strength in longitudinal and transverse direction as 300/250N/. Softening point of membrence not less than 150 C.

Cold flexibility shall be upto -2 C when tested in accordance with ASTM, M-5147. The laying of membrane shall be

got done through the authorized applicator of the manufacturer of membrane : (with 5 years service guarantee

APP attpftic polymerized polymer bituminize membrane with polyester reinforcement , Bituplus P or membrane or

Roof seal Polymer Modified Membrane With Non-woven Polyester Re-enforcement bitumen roof seal pre-

fabricated polymer modified bitumen membrane ,roof seal pre in forced with anon-woven polyester fabric, Roof

seal P. is reinforced with polyester fiber mat. The reinforcement is impregnated and coated on both sides with

polymer modified bitumen. bitumen roof seal membrane should be used for waterproofing applications on roofs,

NominalRollLength:10Mtrs. Nominal RollWidth:1MNominal Thickness :3,MM Reinforcement :Non-woven

polyester/Glass fiber mat Installation tools required Gas torch, Knife ,Trowel ,Measuring tape , Marking string,

Gloves , scaffolding , tools and manpower required to complete the job

The Contractor has to supply and apply the APP modified 3 mm thick waterproofing membrane granular finished

which consist a coat of bitumen primer for membrane on terrace with ultra violet resistance and working up to any

height with the 7 years of guaranty against any leakage The material and workmanship should produce the product

with total impermeability ,Good bond ability & sea integrity ,Stability at high temperature ,Good flexibility

Compatible with all normal roofing and building components ,The Bitumen Roof seal should be installed by torch

welding method fully bonded to substrate. Laps are bonded together. Peripheries and protrusions are sealed

according to specifications. The Coverage rate shall be minimum Flat are as:

1.15M2/M2perlayerwith10cms.sidelapsand15cms.end laps. Baseflashing: 100x35cms.with15cm. End laps,

0.40M2/Linear M Averagewastage:3-5%( Rate may vary as per site requirement up to 2%) The underside of the

membrane should be torched just enough to superficially melt the bitumen. Excessive heating may damage there

reinforcement. Overlaps should be re-heated from the top and resealed with a trowel to ensure integrity. The

details of installation method sand flashing requirements, as per relevant BITUMAT systems Design and Installation

Manual and as per instruction of engineer in charge In addition to stringent regular tests by BITUMAT laboratory,

the product should be tested periodically by Independent laboratories.

Roof seal Polymer Modified Membrane with Non-woven Polyester Reinforcement

Property Typical Value Test

Roofseal"P" Roofseal"G"

1 Reinforcement Polyester Glass fiber

2 Softeningpoint°C 150 20 650/450

3. Penetration@25°Cdmm 40/45 300/250 Noflow

4. Tensile strength, L/T,N/5 CM@23°C 0-(-2) 150

6. Tear strength/T,N No flow 0-(-2) ASTMD

7. Heatresistance,@80°C ASTMD5 ASTMD ASTMD

8. Cold flexibility, °C ASTMD5147 ASTMD ASTMD

9 Lap joint strength L/T,N/5 CM@23°C 650/450 350/300 CGSB-37-

Mode of measurement & payment:

The entire work will be measured in square meter basis and rate will be paid on per square meter basis only. The

entire work is to be carried out up to the satisfaction of architect /engineer in charge. The rate is inclusive of all

tools ,tackles ,fabrication ,wastage , overlapping , scaffolding and necessary civil work and all lead and lift up to any

height and everything to complete the work in perfect manner .The 2.5% of the total completed project cost should

be withheld with the client as a special deposit for guaranty warranty against any leakage , seepage form

waterproofing treated surface and release only after the 7 year.

Providing and laying broken China Mosaic Flooring for terrace using 12 mm to 20 mm broken pieces of glazed tiles

to be laid over cement mortar 1:3 to plain or slope and to be tempered to bring mortar crème out up to surface

using white cement including rounding off junctions and extending them up to 15cm along the wall, clearing with

water and oxalic acidic. as directed.

Water shall not be salty brackish and shall be clean reasonably clear and free objectionable quantities of silt and

traces of oil j\injurious alkalis salts organic matter and other deleterious material which will either weaken the

mortar of concrete or cause efflorescence or attack the steel in R C C container for transport storage and huddling

of water shall be clean, Water shall confirm to the standard specified in I S 455 -1978

If required by the Engineer in charge it shall be tested by comparison with distilled water compression shall be

made by means of standard cement tests for soundness time of setting and mortar strength as specified in I S 269-

1976 Any indication of unsoundness charge in time of setting by 30 minutes or more or decrease of more than

percent strength of mortar prepared with distilled water sample when compared with the result obtained with

mortar prepared with distilled water shall be sufficient cause for rejection of water under test.

Water for curing mortar concrete or masonry should not be too acidic or too alkaline

It shall be free of elements which significantly affect the hydration reaction or otherwise interface with the

hardening of mortar or concrete during curing or those which produce objectionable stains or other unsightly

deposits on concrete or mortar surfaces Hard and bitter water shall not be used for curing

Potable water will generally found suitable for curing mortar or concrete

Cement shall be ordinary Portland slag cement as per IS 1624 -1974 or Portland slag cement as per IS 455-1976

Cement shall be stored above the ground level in perfectly dry and water tight sheds. Wherever bulk storage

containers are used, their capacity should be sufficient to cater to the requirements at site and should be cleaned

at least once every 3 to 4 months. The aggregate shall be stored in such a way as to prevent admixture of foreign

materials. Different size of fine or coarse aggregate shall be stored in separate stockpiles sufficiently away from the

each other to prevent inter mixing the materials.

Sand shall be natural sand, clean well graded, hard strong durable and gritty particular free from immures amounts

of dust, clay, kankar modules, soft: or flaky particles shall alkali salts, organic matter, learn mica or other

deleterious substance and shall be got approved from the Engineer-in-charge. The sand shall not contain more than

8 percent of slit as determined by field test. if necessary the sand. Coarse Sand: The fineness modules of coarse

sand shall not be less than 2.5 and shall not exceed 3.0. The sieve analysis of coarse sand be as under:

I. S. Sieve Designation % by wt. passing

S. Sieve Designation % by wt. passing

FINE SAND: The fineness module shall not exceed 1.0 the sieve analysis of fine sand be as under:

I. S. Sieve Designation % by wt. passing

Materials shall be stored as to prevent their deterioration of their quality and fitness for the work. Any material

which has deteriorated or has been damaged or is otherwise considered defective by the Engineer-in-charge shall

not be used in the work.

Water proofing compound

Water proofing compound shall be of approved quality and make as approved by Engineer in charge

Brick bat aggregates shall be broken form well burnt or slightly over burnt and dense bricks it shall be

homogeneous in texture roughly cubical in shape clean and fee from dirt or any other foreign material brick bats

shall be of 40 to 50 mm nominal size unless otherwise specified in the item the under burnt or over burnt bricks

bats shall not be used

Mosaic tile pieces

China mosaic tiles pieces shall be of 50 mm to 90 mm nominal size. tile pieces shall be made from hard and good

quality fully treated oven back fine quality of tiles of various approved color .

White cement shall be of approved make it shall confirm definition of I S 8042 –E- 1978 the sample of white cement

shall be approved by Engineer in charge

First of all surface of the entire terrace shall be cleaned by thoroughly booming and then by wire brushes All the

loose material dust and de brigs shall be removed thoroughly for the entire surface of the terrace All joints and

cracks shall be racked off and cut in v trench which shall be filled by neat cement slurry admixed with water

proofing compound The joints with parapet shall be racked up to 30 cm height and shall be applied by neat cement

slurry admixed with water proofing compound Neat cement slurry shall be prepared and a water proofing

compound of approved make shall be mixed with the slurry in proportion specified by the manufacturer of the

compound and shall be laid throughout the surface of the terrace by the use of brushes mala etc Cement slurry

shall be prepared by adding adequate quantity of water so as to spread it uniformly on the surface.

After two days of proper curing applying a second coat of cement slurry on entire surface of the terrace the entire

surface shall be finished with 20 mm thick C M 1:4 and china mosaic tilling in true level and slope as directed by

Engineer in charge & finally finishing the surface with trowel with white cement slurry (specification of white glaze

tiles flooring shall be followed for the execution of this item.)

Finishing the surface with 20 mm thick C M 1:4 and china mosaic tilling & finally finishing the surface with trowel

with white cement slurry

After two days proper curing the terrace shall be flooded for 15 days.

MODE OF MEASUREMENT & PAYMENT:

The unit rate flooring shall include the cost of all materials, tools and plant required for mixing, laying of base layer

in true level and slope as required applying & placing stones in position, compacting, finishing, curing mirror

polishing, providing treatment of 30 cm high all over the length of parapets and corners and sill of doors etc, and all

other incidental expenses for producing flooring work to complete the structure or its components as shown on the

drawings and according to these specifications. They shall also include the cost of making, fixing and removing of all

scaffolding and forms required for the work. The rate of plastering shall include the cost of all labor, materials tools

and plant scaffolding and all incidental expenses as described herein above.

The work shall be measured for its length and width, limiting dimensions to those specified on plan or as directed.

The rate shall be for a unit of one square meter. The payment will be made on square Meter basis of the finished

Providing erecting and fixing double coated Syntex PVC. (ISI) water tank of required capacity each with all

necessary fittings and connection etc. complete on terrace.

POLYETHYLENE WATER STORAGE TANKS

Polyethylene used for manufacture of tanks and manhole lids may be high density (HDPE), low density (LDPE) or

liner low density (LLDPE) and shall conform to IS: 10146. Polyethylene shall be compounded with carbon black so as

to make the tank resistant to ultra violet rays from the sun. The percentage of carbon black content in Polyethylene

shall be 2.5+0.5 percent and it shall be uniformly distributed. The materials used for the manufacture of tank,

manhole lid and fittings shall be such that they neither contaminate the water not impart any taste, color, odor or

toxicity to water.

MANUFACTURE AND FINISH

The tanks shall be manufactured by rotational molding process. Each tank and the manhole lid shall be single piece

having arrangement for fixing and locking the manhole lid with the tanks. Excess material at the mould parting line

and near the top rim shall be neatly cut and finished. The internal and external surface of the tanks shall be

smooth, clean, and free from hidden internal defects like air bubbles, pit and metallic or other foreign material

inclusion. Capacity of the tank, minimum weight of the empty tank (without manhole lid) and the manufacture

brand name shall be embossed on the top surface of the tank near manhole.

SHAPE, SIZE AND CAPACITY

The tank shall be cylindrical vertical with closed top having a manhole. Diameter and height of the tank of various

capacities shall be as per manufacturer’s specification and a clearance of + 3 percent shall be permitted on these

dimensions. Capacity of the tank or up to the bottom of the inlet location whichever is less. Capacity of the tank

shall be specified. Extra Capacity if any shall be ignored.

WEIGHT AND WALL THICKNESS

Minimum weight of the empty tank (Exclusive of manhole lid fittings) and the minimum wall thickness of top,

bottom and sides shall be specified in Table 1 Wall thickness shall be checked beyond 150 mm of the edge where

the direction of the plane of tank surface changes.

INSTALLATION AND FITTINGS

The flat base of the tank shall be fully supported over its whole bottom area on a durable rigid flat and level

platform sufficiently strong to stand without deflection the weight of the tank when fully filled with water.

Depending upon the capacity and location tanks may be suitably anchored as per the directions of the Engineer-in-

charge. For inlet, outlet and other connections with hexagonal check nuts and washers on either side of the tank

wall shall be provided. Holes for threaded connections shall be drilled and not punched. Pipes entering or leaving

the tank shall be provided with unions and suitably supported on a firm base to avoid damage to the tank walls.

The lid shall rest evenly and fit over the rim of the manhole so as to prevent the ingression of any foreign matter

into the tank. The lid shall be provided with suitable arrangement for locking it with the tank. The tank and its

components shall conform to the local bye-laws for prevention of mosquito menace.

Dimensions shall be measured to the measured to the nearest cm and weight of the empty tank shall be recorded

to the nearest 100g. Capacity of the tank as defined in 20.24.3 shall be calculated to the nearest liter.

S.NO CAPACITY LITRES MINIMUM WALL THICKNESS mm MINMUM WEIGHT OF EMPTY TANK Kg

Mode of Measurement & payment

The mode of measurement shall be on liter basis only for the complete item The rate shall including the cost of the

tank, manhole lid, carriage and delivery at the place specified. Hoisting, installation, fittings, platform and anchoring

shall be payable separately. The rate shall be for a unit of one liter.

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure polythene pipes of the following

outside Dia. Low density, complete with special flange compression type fittings, wall clips etc. including making

good the wall ceiling and floor.(G)110 mm etc complete with proper wall clamping of Rain water pipe up to all floor

level with all lead and lift as per instruction of engineer in charge

Un plasticized - PVC molded fittings Bend 87.5° of 110 mm diameter, solution, clamp, adhesive, solvent cement etc

The contractor has to provide and fix the un plasticized - PVC molded fittings of Bend 87.5° of 110 mm diameter for

un plasticized Rigid PVC rain water pipes conforming to IS : 13592 Type A .The contractor /tenderer has to perform

jointing of bend and pipe with seal ring conforming to IS : 5382 and leaving 10 mm gap for thermal expansion . .

The pipes and fitting shall be accurately cut. The ends of the pipes and fittings should be absolutely free from dirt

and dust. The outside surface of the pipes and the inside of the fittings shall then be roughened with emery paper,

and then solvent cement joint. Since solvent cement is aggressive to P V.C. care must be taken to avoid applying

excessive cement to the inside of pipe sockets as any surplus cement cannot be wiped off after jointing. Empty

solvent cement tins, brushes, rags, or paper impregnated with cement should not be buried in the trenches. They

should be gathered not left scattered about, as-they can prove to be a hazard to animals, which may chew them. If

any manufacturer recommends its own methods of jointing the same shall be adopted after necessary approval

from the Engineer-in-charge. The contractor has to fix the un plasticized - PVC molded fittings of Bend 87.5° of

mm diameter of Astral Dutron Prince, as per the instruction of engineer in charge up to sixth floor with all lead and

Mode of Measurement & payment

The unit rate shall be for a unit of each and payment shall be made for the unit of each including all to complete the

item in all aspect up to 30 meter height with all lead and lift as per instruction of engineer in charge.

Providing and fixing stainless steel chicken mesh jali at specific location between R.C.C. and brick masonry joints

including fixing ,nailing while executing plastering on the various surface at any height including all labor &

material to complete. Chicken mesh jali should be maximum 20 cm only. the item as directed by engineer in charge

1.0. Materials : galvanized low carbon wire, annealed wire. Mesh size (distance between the faces of the hexagon )

from 13 to 20mm.The diameter of the wire mesh from 0.6 to 2.0mm.Delivered in rolls, roll width 1m to 2.5m and

roll length 50m, 100m, 200mand other material like hardware screw nails , consumable conform to relevant IS

2.0. Workmanship : The contractor /tender have to provide and fix the Chicken wire mesh at specific location of

RCC/ Brickwork joint. The Chicken wire mesh should have specific properties for plastering use. The Chicken wire

mesh shall be formed by twisting two adjacent wires at least four times, forming a strong honeycomb mesh

structure. So, it has a high strength and durability. Even if a place is cut off, it will not lead to the entire chicken

mesh structure destroyed. While using for plastering, plaster layer and the reinforcing metal layer have different

thermal expansion coefficient. Therefore, subject to extreme changes in temperature, chicken wire (durable

twisted woven mesh - no rigid mesh) is more acceptable for plastering. Using Chicken wire mesh when plastering

effectively prevents plaster layer drying out and cracking. Its hexagonal shape prevents the formation of internal

stresses. Due to its flexibility structure, chicken wire is convenient for mounting on curved and angled surfaces. Its

other benefits are twisted mesh improved corrosion resistance and no risk of injury at work. As its special physical

and mechanical properties, chicken wire is perfectly suited for reinforcement plastering in construction,

reinforcement waterproofing, leveling floors and facade work. The minor civil including fixing base coat and

finishing coat of plaster work shall be done at the time of finishing as per instruction of engineer in charge

3.0. Mode of measurements and payment : 3.1. The Chicken wire mesh shall measure including all along its fixing

in square meter. No allowance shall be made for the work for cutting, wastage, fixing, minor civil work up to all lead

and lift. 3.2. The rate includes the cost of all materials and labour involved in all the operations including providing

and fixing of sandwich type Chicken wire mesh in plastering. 3.3. The rate shall be for a unit of one square meter of

Providing and fixing window having extruded aluminum Colour anodized section frame main outer size

x38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two track member size 61.85 mm x 31.75 mm x 1.20mm @

wt.of 0.695 Kg/mt, vertical member of size 61.85 mm x 31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with sliding

shutters of horizontal member size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical member of size40mm x

18mm x 1.29mm @ wt.of 0.456Kg/mt, @ Wt. 0.457 Kg/mt with 5 mm thick transparent bronze colour tinted float

glass with powder coated aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame as per

details etc complete for window.

aluminum section having Color anodized section frame main outer size 63.50 x38.10 x 1.95 mm,@ Wt 1.094 Kg /

Rmt, horizontal two track member size 61.85 mm x 31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical member of

size 61.85 mm x 31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with sliding shutters of horizontal member size 40mm x

18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical member of size40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, @

Wt. 0.457 Kg/mt with 5 mm thick transparent bronze colour tinted float glass with powder coated aluminum

fittings and fixtures and transparent silicon sealant glass fixing to frame as per details etc complete for window.

including providing anodized aluminum handle & stopper, aldrop & mortise lock, SS screw with fixture & fastening

with glazing Patti rubber packing including brass pivot hinges, silicon sealant handles with locking arrangement

etc. complete with anodized fixtures and fastenings,

The contractor has to provide and fixing the extruded aluminum four track window having extruded aluminum

Colour anodized section frame main outer size 127mm x 38.10mm x 1.35mm (of Jindal Section no:2443,@

Wt.1.384 Kg/mt),horizontal Four track member size 122.20mm x 31.75mm x 1.10mm (of Jindal Section no:8787,@

Wt. 1.205 Kg/mt),vertical member of size 122.20mm x 31.75mm x 1.50mm (of Jindal Section no:8935,@ Wt.

Kg/mt) with sliding shutters of horizontal member size 40mm x 18mm x 1.29mm (of Jindal Section no:8949 @ wt.of

0.456Kg/mt),vertical member of size 40mm x 18mm x 1.29mm (of Jindal Section no:8947 @ wt.of

0.456Kg/mt/Section 8948,@ Wt. 0.457 Kg/mt). The sliding shutter should be glazed with 5 mm thick transparent

bronze colour tinted float glass. The sliding shutter should be with anodized or powder coated aluminum fittings

and fixtures and other consumable accessories and hardware . the transparent silicon sealant should be used for

glass fixing to frame as per details.The work shall be carried out through an approved specialist contractor, who

shall furnish all materials, labor, accessories, equipment, tools and plant and incidentals required for providing and

installing anodized/powder coated aluminum, windows, claddings, louvers and other items as called for on the

drawings. The drawings and specifications cover the major requirement only. The supplying of additional

fastenings, accessory features and other items not mentioned specifically herein, but which are necessary to make

a complete installation shall be a part of this contract.

General:- Aluminum windows etc. shall be of sizes, section details as shown on the drawings. The details shown on

the drawings indicate generally the sizes of the component parts and general standards. These may be varied

slightly to suit the standards adopted by the manufacturer. Before proceeding with any manufacturing, the

contractor shall prepare and submit complete manufacturing and installation drawings for approval of the Engineer

and no work shall be performed until the approval of these drawings is obtained.

Shop Drawings:-

The contractor shall submit the shop drawings of doors, windows, louvers, cladding and other aluminum work,

based on architectural drawings, to the Engineer for his approval. The drawings shall show full size sections of

doors, windows etc. thickness of metal (i.e. wall thickness), details of construction, sub frame / rough ground

profile, anchoring details, hardware as well as connection of windows, doors and other metal work to adjacent

work. Samples of all joints and methods of fastening and joining shall be submitted to the Engineer for approval

well in advance of commencing the work.

Samples of doors, windows, louvers etc. shall be fabricated, assembled and submitted to the Engineer for his

approval. They shall be of sizes, types etc. as decided by Engineer. All samples shall be provided at the cost of the

Minimum doors and windows shall be fabricated from extruded section of profiles of detailed on drawings. The

sections shall be extruded by the manufacturers approved by the Engineer. The aluminum extruded sections shall

conform IS designation 63400-WP (HV9WP Old designation) with chemical composition and technical properties as

per IS: 733 and IS:1285. The permissible dimensional tolerance of the extruded sections shall be such as not to

impair the proper and smooth function / operation and appearance of doors and windows.

HSCC WP & OTHER ASSOCIATED WORKS Spec Page-C- 6 of CPWD booklet

Doors, Windows, etc. shall be fabricated to sizes as shown, as shown, at factory and shall be of section, size

combinations and details as shown in the Architectural Drawings. All doors, windows etc. shall have mechanical

joints. The joints shall be designed to withstand a wind load of 150 kgs. Per sqm. The design shall also ensure that

the maximum. All members shall be accurately machined and fitted to form hairline joints prior to assembly. The

joint and accessories such as cleats, brackets, etc. shall be of such material as not to cause any bimetallic action, the

design of the joints and accessories shall be such that the accessories are fully concealed. The fabrication of doors,

windows, etc. shall be done in suitable sections to facilitate easy transportation, handling and installation.

Adequate provision shall be made in the door and window members for anchoring to support and fixing of

hardware and other fixtures as approved by the Engineer.

For fixed portion, the aluminum angle cleat used shall be 38mm x 38mm x 4.8mm size and minimum 50mm long.

The quantity of minimum 0.9m length shall be used for 39.13 kg. of extruded sections fabricated.

For shutters of doors, windows and ventilators, aluminum angle cleat used shall be of the size mentioned above

having minimum length of 35mm. Minimum 0.42 m length of angle cleat shall be used for 20.21 kg. of extruded

sections fabricated. No extra payment shall be made for using such quantity of cleat as mentioned in para

All aluminum sections shall be anodized as per IS:7088 and to required color if specified in the item as per IS;1868

grading as specified in item schedule after cutting the member to requisite sizes before the final assembly.

Anodizing to conform to specified grade with minimum average thickness of 15 microns when measured as per

IS:612. The anodic coating shall be properly sealed by steams or in boiling water are cold sealing process as per

IS:1868/IS:6057. Polythene tape protection shall be applied on the anodized section before they are brought to

site. All care shall be taken to ensure surface protection during transportation, storage at site and installation. The

tape protection shall be removed on installation. The sample will be tested in the approved laboratory and cost of

samples, cost of testing, shall be borne by the contractor.

PROTECTION OF FINISH:-

All aluminum members shall be wrapped with approved self adhesive non-staining PVC tapes.

HSCC WP & OTHER ASSOCIATED WORKS Spec Page-C-

HANDLING AND STACKING:-

Fabricated materials shall be stacked in an approved manner to protect the material against any damage during

transportation. The loading and unloading shall be carried out with utmost care, on receipt of materials at site,

they shall be carefully examined to detect any damaged pieces. Arrangements shall be made for expeditious

replacement of damaged pieces / parts. Materials found to be acceptable on inspections shall be repacked in crates

and stored safely.

In the case of composite windows and doors, the different units are to be assembled first. The assembled

composite units should be checked for line, level and plumb before final fixing is done. Units may be serial

numbered and identified as how to be assembled in their final location of situation so warrants.

Where aluminum comes into contact with masonry brickwork, concrete, planter or dissimilar metals, it shall be

coated with approved insulation lacquer, paint or plastic tape to ensure that electro-chemical corrosion is avoided.

Insulation material shall be trimmed off to a clean flush line on completion.

The contractor shall be responsible for assembling composite, bedding and filling the groove with polysulphide

sealant inside and outside, at the transoms and mullions, placing the doors, windows etc. in their respective

openings. After the doors / windows have been fixed in their correct assigned position, the open hollow sections

abutting masonry concrete shall be fitted with approved polysulphide sealant densely packed and neatly finished.

The contractor shall be responsible for doors, windows, etc. being set straight plumb, level and for their satisfactory

operation after fixing is complete.

Just prior to installation the doors, windows, etc. shall be uncrated and stacked on edge on level bearers and

supported evenly. The frame shall be fixed into position true to line and level using adequate number of expansion

machine bolts, anchor fasteners of approved size and manufacturer and in an approved manner. The holes in

concrete / masonry members for housing anchor bolts shall be drilled with an electric drill.

The doors, windows assembled as shown on drawings shall be placed in correct final position in this opening and

marks made on concrete members at jambs, sills and heads against the holes provided in frames for anchoring. The

frame shall then be removed from the opening and laid aside. Neat hole with parallel sides of appropriate size shall

then be drilled in the concrete members with an electric drill at the marking to house the expansion bolts. The

expansion bolts shall then be inserted in the holes, struck with a light hammer till the nuts are forced into the

anchor shell. The frame shall then be placed in final position in the opening and anchored to the support through

cadmium plated machine screws of required size threaded to expansion bolts. The frame shall be set in the

opening by using wooden wedges at supports and be plumbed in position. The wedges shall invariably be placed at

meeting points of glazing bars and frames.

HSCC WP & OTHER ASSOCIATED WORKS Spec Page-C-

NEOPRENE GASKETS:-

The contractor shall provide and install Neoprene gaskets of approved size and profile at all locations as shown and

as called for to render the doors, windows etc. absolutely air tight and weather tight. The contractors shall produce

samples of the gaskets for approval and procure after approval only.

Hinges, stays, handles, tower bolts, locks and other fittings shall be of approved quality and manufacturers shall be

approved by the Engineer.

MANUFACTURER’S ATTENDANCE:-

The manufacturer immediately prior to the commencement of glazing shall adjust and set all windows and doors

and accept responsibility for the satisfactory working of the opening frames.

MASTIC CEMENT:-

The gaps between frames and supports and also any gaps in the door and windows section shall be raked out as

directed and filled with mastic cement of approved color and make to ensure complete water tightness. The mastic

cement shall be of such color and composition that it would not stain the masonry / concrete work, shall receive

paint without bleeding, will not sag and shall not set hard or dry out under any conditions of weather. The samples

of mastic cement to be used for this purpose shall be got approved by the Engineer before its actual use.

DETAILS OF TESTS:-

The various tests on aluminum sections shall be conducted in accordance with the relevant IS codes. The minimum

number of tests for anodic coating and corrosion resistance shall be asgiven below:-

DETAILS NO. OF TESTS

(i)Doors, Windows & Ventilators 5% of Nos manufactured.

The samples of major member of each unit of doors / windows shall be selected at random by Engineer as such

that all the aluminum section shall be got tested. 2.15.4 Work shall be carried out as per CPWD Specifications -

1996 Vol.I to Vol. VI with correction slips 1 to 8 unless specified.

PROTECTION & CLEANING:-

The sub-contractor shall adequately protect all components and accessories from damage during shipments,

storage at jot site, erection and after completion of the work. At such

HSCC WP & OTHER ASSOCIATED WORKS Spec Page-C-

time as may be directed, the sub-contractor shall remove all protective tapes or coating, thoroughly clean all

anodized/powder coated aluminum and glass surfaces with suitable cleaning agent, make final adjustments to all

ventilators, etc. and hardware leaving all in first class working order.

SCOPE OF WORK:-

The sub-contractor shall design, supply, fabricate, deliver and install and guarantee all construction necessary to

provide a complete aluminum composite panel cladding, complete with all necessary anchors, hardware and

fittings to provide a total installation, fully in conformity with the requirements and intent of the drawing and

specification herein. The scope of work shall be read in conjunction with those in the specification of structural

ACCEPTANCE CRITERIA:-

The aluminum sections shall conform to the provisions of the relevant item of BOQ. For payment purposes only

actual weight of sections shall be taken into account. If, however, the sectional weight of any aluminum section is

higher than the permissible variation then the weight payable shall be restricted to the weight of the section

including permissible variation.

Measurement: Payment by weight shall be made for aluminum sections including beading only and all fixing angles,

fittings / fixtures such as handles and hinges etc. shall not be included in the weight to be paid.

GUARANTEE BOND: All aluminum work shall carry two years guarantee after completion of the work against water

leakage, unsound material and workmanship and defective anodizing as per approved Performa. Two years

guarantee in prescribed Performa must be given by the specialized firm, which shall be counter signed by the

contractor, in token of his overall responsibility in addition 10% (Ten Percent) of the cost of these items would be

retained as guarantee to which the performance of the work done. The cost guarantee against this item of work

shall be in addition to the security deposit mentioned elsewhere in the contract form. If any defect is noticed

during the guarantee period, it should be rectified by the contractor within seven days, and if not attended to, the

same will be got done from another agency at the risk and cost of the contractor. However, this security deposit

can be released in full, if bank guarantee of equivalent amount for two years is produced and deposited with the

Work shall be carried out as per CPWD Specifications - 1996 Vol.I to Vol. VI with correction slips 1 to 6 unless

Mode of measurement & payment

Rate shall be for a unit of square meter basis of the complete item of anodize aluminum fully /partly glazed door.

The measurement of the square meter should be cross checked with the weight of the aluminum section used in

per square meter. The weight of the 1 square meter anodize aluminum partly paneled partly glazed door should be

minimum as per standard Jindal section weight kg/square meter. The weight of glass, rubber gasket, handle and

other accessories shall not be considered while calculating weight. The contractor / tenderer have to produce the

authentic weight slip showing the correct and actual weight of the aluminum section. The rate of the item shall

include the cost of all materials, T&P, Double Scaffolding and labor, water charges, minor, civil work , wastage etc.

required in all the above operations and item complete in all aspect up to satisfaction of architect

Providing and fixing aluminum Panelled single/double door Partly Glazed & Partly with 12 mm thick both side pre

laminated Particle Board with Frame having extruded aluminum color anodized section frame main Frame size

101.60 mm x 44.45 mm x 3.18mm ( of Section No.20011 @ wt. of 2.54 kg/mt )unit providing shutters of bottom &

Top rail- 114.30 mm x 25.40 mm x 3.18mm (of Section No.19511 @ wt. of 2.65 kg/mt ) Shutter Middle rail =

mm x 44.45 x 2.65 mm (of Jindal Section No.20002 @ wt. of 2.79 kg/mt) Vertical member Shutter style = 85.00 mm

x 44 mm x 3.00(of Jindal Section No.19509 @ wt. of 1.51 kg/mt).with 12mmth. both side pre laminated particle

board (novapan) conforming to IS: 12823 Grade 1 Type II in paneling fixed in aluminium door consisting of outer

frame shutter as per design with two pairs of standard handles, two pair of concealed shoot bolts 250mm long and

pin type narrow style lock and thumb turn from the other side, including all fixtures, fastening etc. complete as

directed and as per drawing and design. Rate including hinges/Pivots and making provision for fixing of fitting

wherever required including the cost of EPDM rubber/neoprene gasket required Anodized aluminium (work for all

Aluminum section of frame 63.50 mm X 49.50 mm @1.15 kg/m & shutter top rail & styles size 47 mm x 44 mm Wt

@ 0.88 kg/ m, Bottom rail size114 mm x 44mm Wt @1.36 kg/m & lock rail size rail size114 mm x 44mm Wt @1.36

kg/m and glazing clips size 19 mm x17 mm Wt @ 0.124 kg/m , 5 mm thick frosted or obscured (Modi Float or Saint

Gobain brand) shutter frame style size 44.5 mm X 44.5 mm of 1.30 kg/ rmt weight , both side laminated plywood

sheets , glazing Patti rubber gasket packing brass pivot, hinges, handles with locking arrangement , anodized

aluminum handle & stopper, aldrop & mortise lock, SS screw with fixture & fastening anodized fixtures and

fastenings ,hardware and other consumable

The contractor has to provide and fixing the fully partly paneled partly glazed door having anodized aluminum

single/Double leaf door standard section (Jindal or Equivalent) for frame 63.50 mm X 49.50 mm @1.15 kg/m . The

door shutter top rail & styles should be of size 47 mm x 44 mm having Wt @ 0.88 kg/mtr and Bottom rail size

mm x 44mm Wt @1.36 kg/mtr & lock rail size rail size114 mm x 44mm having Wt @1.36 kg/m . The glazing clips

size should be 19 mm x17 mm having Wt @ 0.124 kg/mtr. The shutter should be glazed with 5 mm thick frosted or

obscured on one side glass (Modi Float or Saint Gobain brand) at top and bottom panel. The glass should be fixing

with neoprene rubber gasket and fix by glazing clips. The providing and fixing of door including anodized

aluminum handle & stopper, aldrop & mortise lock, SS screw with fixture & fastening. The item includes minor civil

work, cutting the flooring, making good etc. The aluminum door including frame should be supply and fix with

required materials, consumable, hardware labors and equipments as per detailed drawing or as directed Engineer

Extant and Intent:-

The work shall be carried out through an approved specialist contractor, who shall furnish all materials, labor,

accessories, equipment, tools and plant and incidentals required for providing and installing anodized/powder

coated aluminum, windows, claddings, louvers and other items as called for on the drawings. The drawings and

specifications cover the major requirement only. The supplying of additional fastenings, accessory features and

other items not mentioned specifically herein, but which are necessary to make a complete installation shall be a

part of this contract.

General:- Aluminum windows etc. shall be of sizes, section details as shown on the drawings. The details shown on

the drawings indicate generally the sizes of the component parts and general standards. These may be varied

slightly to suit the standards adopted by the manufacturer. Before proceeding with any manufacturing, the

contractor shall prepare and submit complete manufacturing and installation drawings for approval of the Engineer

and no work shall be performed until the approval of these drawings is obtained.

Shop Drawings:-

The contractor shall submit the shop drawings of doors, windows, louvers, cladding and other aluminum work,

based on architectural drawings, to the Engineer for his approval. The drawings shall show full size sections of

doors, windows etc. thickness of metal (i.e. wall thickness), details of construction, sub frame / rough ground

profile, anchoring details, hardware as well as connection of windows, doors and other metal work to adjacent

work. Samples of all joints and methods of fastening and joining shall be submitted to the Engineer for approval

well in advance of commencing the work.

Samples of doors, windows, louvers etc. shall be fabricated, assembled and submitted to the Engineer for his

approval. They shall be of sizes, types etc. as decided by Engineer. All samples shall be provided at the cost of the

Minimum doors and windows shall be fabricated from extruded section of profiles of detailed on drawings. The

sections shall be extruded by the manufacturers approved by the Engineer. The aluminum extruded sections shall

conform IS designation 63400-WP (HV9WP Old designation) with chemical composition and technical properties as

per IS: 733 and IS: 1285. The permissible dimensional tolerance of the extruded sections shall be such as not to

impair the proper and smooth function / operation and appearance of doors and windows.

HSCC WP & OTHER ASSOCIATED WORKS Spec Page-C- 6 of CPWD booklet

Doors, Windows, etc. shall be fabricated to sizes as shown, as shown, at factory and shall be of section, size

combinations and details as shown in the Architectural Drawings. All doors, windows etc. shall have mechanical

joints. The joints shall be designed to withstand a wind load of 150 kg/Sqmt. The design shall also ensure that the

maximum. All members shall be accurately machined and fitted to form hairline joints prior to assembly. The joint

and accessories such as cleats, brackets, etc. shall be of such material as not to cause any bimetallic action, the

design of the joints and accessories shall be such that the accessories are fully concealed. The fabrication of doors,

windows, etc. shall be done in suitable sections to facilitate easy transportation, handling and installation.

Adequate provision shall be made in the door and window members for anchoring to support and fixing of

hardware and other fixtures as approved by the Engineer.

For fixed portion, the aluminum angle cleat used shall be 38mm x 38mm x 4.8mm size and minimum 50mm long.

The quantity of minimum 0.9m length shall be used for 39.13 kg. of extruded sections fabricated.

For shutters of doors, windows and ventilators, aluminum angle cleat used shall be of the size mentioned above

having minimum length of 35mm. Minimum 0.42 m length of angle cleat shall be used for 20.21 kg of extruded

sections fabricated. No extra payment shall be made for using such quantity of cleat as mentioned in Para

All aluminum sections shall be anodized as per IS:7088 and to required color if specified in the item as per IS;1868

grading as specified in item schedule after cutting the member to requisite sizes before the final assembly.

Anodizing to conform to specified grade with minimum average thickness of 15 microns when measured as per IS:

612. The anodic coating shall be properly sealed by steams or in boiling water are cold sealing process as per IS:

1868/IS: 6057. Polythene tape protection shall be applied on the anodized section before they are brought to site.

All care shall be taken to ensure surface protection during transportation, storage at site and installation. The tape

protection shall be removed on installation. The sample will be tested in the approved laboratory and cost of

samples, cost of testing, shall be borne by the contractor.

PROTECTION OF FINISH:-

All aluminum members shall be wrapped with approved self adhesive non-staining PVC tapes.

HSCC WP & OTHER ASSOCIATED WORKS Spec Page-C-

HANDLING AND STACKING:-

Fabricated materials shall be stacked in an approved manner to protect the material against any damage during

transportation. The loading and unloading shall be carried out with utmost care, on receipt of materials at site,

they shall be carefully examined to detect any damaged pieces. Arrangements shall be made for expeditious

replacement of damaged pieces / parts. Materials found to be acceptable on inspections shall be repacked in crates

and stored safely.

In the case of composite windows and doors, the different units are to be assembled first. The assembled

composite units should be checked for line, level and plumb before final fixing is done. Units may be serial

numbered and identified as how to be assembled in their final location of situation so warrants.

Where aluminum comes into contact with masonry brickwork, concrete, planter or dissimilar metals, it shall be

coated with approved insulation lacquer, paint or plastic tape to ensure that electro-chemical corrosion is avoided.

Insulation material shall be trimmed off to a clean flush line on completion.

The contractor shall be responsible for assembling composite, bedding and filling the groove with polysulphide

sealant inside and outside, at the transoms and mullions, placing the doors, windows etc. in their respective

openings. After the doors / windows have been fixed in their correct assigned position, the open hollow sections

abutting masonry concrete shall be fitted with approved polysulphide sealant densely packed and neatly finished.

The contractor shall be responsible for doors, windows, etc. being set straight plumb, level and for their satisfactory

operation after fixing is complete.

Just prior to installation the doors, windows, etc. shall be uncrated and stacked on edge on level bearers and

supported evenly. The frame shall be fixed into position true to line and level using adequate number of expansion

machine bolts, anchor fasteners of approved size and manufacturer and in an approved manner. The holes in

concrete / masonry members for housing anchor bolts shall be drilled with an electric drill.

The doors, windows assembled as shown on drawings shall be placed in correct final position in this opening and

marks made on concrete members at jambs, sills and heads against the holes provided in frames for anchoring. The

frame shall then be removed from the opening and laid aside. Neat hole with parallel sides of appropriate size shall

then be drilled in the concrete members with an electric drill at the marking to house the expansion bolts. The

expansion bolts shall then be inserted in the holes, struck with a light hammer till the nuts are forced into the

anchor shell. The frame shall then be placed in final position in the opening and anchored to the support through

cadmium plated machine screws of required size threaded to expansion bolts. The frame shall be set in the opening

by using wooden wedges at supports and be plumbed in position. The wedges shall invariably be placed at meeting

points of glazing bars and frames.

HSCC WP & OTHER ASSOCIATED WORKS Spec Page-C-

NEOPRENE GASKETS:-

The contractor shall provide and install Neoprene gaskets of approved size and profile at all locations as shown and

as called for to render the doors, windows etc. absolutely air tight and weather tight. The contractors shall produce

samples of the gaskets for approval and procure after approval only.

Hinges, stays, handles, tower bolts, locks and other fittings shall be of approved quality and manufacturers shall be

approved by the Engineer.

MANUFACTURER’S ATTENDANCE:-

The manufacturer immediately prior to the commencement of glazing shall adjust and set all windows and doors

and accept responsibility for the satisfactory working of the opening frames.

MASTIC CEMENT:-

The gaps between frames and supports and also any gaps in the door and windows section shall be raked out as

directed and filled with mastic cement of approved color and make to ensure complete water tightness. The mastic

cement shall be of such color and composition that it would not stain the masonry / concrete work, shall receive

paint without bleeding, will not sag and shall not set hard or dry out under any conditions of weather. The samples

of mastic cement to be used for this purpose shall be got approved by the Engineer before its actual use.

DETAILS OF TESTS:-

The various tests on aluminum sections shall be conducted in accordance with the relevant IS codes. The minimum

number of tests for anodic coating and corrosion resistance shall be asgiven below:-

DETAILS NO. OF TESTS

(i)Doors, Windows & Ventilators 5% of Nos manufactured.

The samples of major member of each unit of doors / windows shall be selected at random by Engineer as such

that all the aluminum section shall be got tested. 2.15.4 Work shall be carried out as per CPWD Specifications -

1996 Vol.I to Vol. VI with correction slips 1 to 8 unless specified.

PROTECTION & CLEANING:-

The sub-contractor shall adequately protect all components and accessories from damage during shipments,

storage at jot site, erection and after completion of the work. At such

HSCC WP & OTHER ASSOCIATED WORKS Spec Page-C-

time as may be directed, the sub-contractor shall remove all protective tapes or coating, thoroughly clean all

anodized/powder coated aluminum and glass surfaces with suitable cleaning agent, make final adjustments to all

ventilators, etc. and hardware leaving all in first class working order.

SCOPE OF WORK:-

The sub-contractor shall design, supply, fabricate, deliver and install and guarantee all construction necessary to

provide a complete aluminum composite panel cladding, complete with all necessary anchors, hardware and

fittings to provide a total installation, fully in conformity with the requirements and intent of the drawing and

specification herein. The scope of work shall be read in conjunction with those in the specification of structural

ACCEPTANCE CRITERIA:-

The aluminum sections shall conform to the provisions of the relevant item of BOQ. For payment purposes only

actual weight of sections shall be taken into account. If, however, the sectional weight of any aluminum section is

higher than the permissible variation then the weight payable shall be restricted to the weight of the section

including permissible variation.

Measurement: Payment by weight shall be made for aluminum sections including beading only and all fixing angles,

fittings / fixtures such as handles and hinges etc. shall not be included in the weight to be paid.

GUARANTEE BOND: All aluminum work shall carry two years guarantee after completion of the work against water

leakage, unsound material and workmanship and defective anodizing as per approved Performa. Two years

guarantee in prescribed Performa must be given by the specialized firm, which shall be counter signed by the

contractor, in token of his overall responsibility in addition 10% (Ten Percent) of the cost of these items would be

retained as guarantee to which the performance of the work done. The cost guarantee against this item of work

shall be in addition to the security deposit mentioned elsewhere in the contract form. If any defect is noticed

during the guarantee period, it should be rectified by the contractor within seven days, and if not attended to, the

same will be got done from another agency at the risk and cost of the contractor. However, this security deposit

can be released in full, if bank guarantee of equivalent amount for two years is produced and deposited with the

Work shall be carried out as per CPWD Specifications - 1996 Vol.I to Vol. VI with correction slips 1 to 6 unless

Mode of measurement & payment

Rate shall be for a unit of square meter basis of the complete item of anodize aluminum partly paneled partly

glazed door. The measurement of the square meter should be cross checked with the weight of the aluminum

section used in per square meter. The weight of the 1 square meter anodize aluminum partly paneled partly glazed

door should be minimum 1.3 kg/square meter. The weight of glass, rubber gasket, handle and other accessories

shall not be considered while calculating weight. The contractor / tenderer have to produce the authentic weight

slip showing the correct and actual weight of the aluminum section. The rate of the item shall include the cost of all

materials, T&P, Double Scaffolding and labor, water charges, minor, civil work, wastage etc. required in all the

above operations and item complete in all aspect up to satisfaction of architect.

Providing and fixing in position collapsible steel shutters with vertical channels 20 x 10 x 2 mm braced with flat iron

diagonals 20 x 5 mm size with top and bottom rails of T_rin 40x 40 x 6 mm with 38mm dia, steel pulleys complete

with bolts, nuts, locking arrangements, stoppers handles including applying a priming coat of red lead paint

Providing and fixing of decorative stainless steel SS 304 Non magnetic best quality Railing as per approved sample.

The SS304 Railing shall be fix on the edge or periphery of staircase & steps as per detail design and instruction .The

top horizontal SS pipe should be of 50 mm Diameter with minimum 16/14 gauge pipe thickness and in between

two horizontal pipe 25 mm diameter with minimum 16/14 gauge pipe thickness , the vertical pillar pipe shall be of

50mm diameter with minimum 14/12 gauge pipe wall thickness , including SS pipe bending , SS 304 square

sandwich and distance peace for fitting & assembly at extension joint as per detail design . The Providing and fixing

of SS railing including cutting, fabrication ,SS arc welding, grinding , erection , fixing with necessary machinery

tools, tackles, labor and required civil work as per detail design at specific location The SS 304 pipe railing should be

fixed in the floor/ wall by means of pipe socket , bush ,flange, bullet S.S bolt, S.S L end key and other necessary

hardware and consumable required to complete in all aspect . The item includes buffing, polishing , assembling of

the different unit of SS pipe Railing and required civil work for the fixing of the SS 304 railing up to all floor in

perfect position etc complete as per approved sample as directed by engineer in charge..

Stainless Steel SS 304 of Salem Steel Pipe, angle, flat, rod & other section should be non magnetic conforming to IS

specification. The thickness of Stainless steel shall not be less than 0.56mm at any point after manufacture.

MARKING: Marking shall be as per relevant clauses of specification. No.IND/GS.1777 Or as per relevant IS code

NOTE: Chemical composition of Stainless Steel 304 grade is as follows:

Mechanical Tests, Malleability Test, Tensile Test, Pressure Test, Alignment Test, Visual Inspection

Chemistry Data : [top] Carbon 0.08 max ,Chromium 18 - 20 ,Iron Balance ,Manganese 2 max ,Nickel 8 -

Phosphorus 0.045 max ,Silicon 1 max ,Sulphar 0.03 max Principal Design Features One of the most widely used

and oldest of the stainless steels. This was originally called 18-8 which stood for its chromium and nickel content. It

possesses an excellent combination of strength, corrosion resistance and fabric ability. It is available in the widest

variety of forms and sizes of any stainless steel.

Mach inability Slow speeds and heavy feeds will minimize this alloys tendency to work harden. Due to long

stringy chips, the use of chip breakers is advisable. Many companies now offer premium mach inability grades, such

as CarTech with their Project 70 and 7000 series. Welding all fusion and resistance processes have been

successfully employed in welding 304. AWS E/ER308 or 312 filler metal is recommended. For cleaner, stronger

welds, may users choose 304L which has a controlled low carbon content designed to reduce carbide precipitation

at the weld boundaries. Hot Working Forging, heading and other hot working should follow uniform heating to

2100-2300 F (1149-1260 C). Rapid cooling is necessary to attain maximum corrosion resistance in finished parts.

Cold Working Readily fabricated by most cold working methods, 304 may require intermediate annealing to avoid

cracking or tearing from radical deformation. Full annealing should follow any operation to reduce internal stress

and optimize corrosion resistance. Annealing 1850-2050 F (1010-1121 C) followed by rapid cooling. Hardening

This alloy does not respond to heat treatment. Cold work will cause an increase in both hardness and strength.

Physical Data: [top] Density (lb / cu. in.) 0.285 Specific Gravity 7.9 Specific Heat (Btu/lb/Deg F - [32-212 Deg F])

0.12 Electrical Resistively (microhm-cm (at 68 Deg F)) 432 Melting Point (Deg F) 2650 Modulus of Elasticity

Tension 28 Grade 304L, the low carbon version of 304, does not require post-weld annealing and so is extensively

used in heavy gauge components (over about 6mm). Grade 304H with its higher carbon content finds application at

elevated temperatures. The austenitic structure also gives these grades excellent toughness, even down to

cryogenic temperatures. Key Properties These properties are specified for flat rolled product (plate, sheet and coil)

in ASTM A240/A240M. Similar but not necessarily identical properties are specified for other products such as pipe

and bar in their respective specifications. Composition, typical compositional ranges for grade 304 stainless steels

are given in table 1.Mechanical Properties, Typical mechanical properties for grade 304 stainless steels are given in

table 2., Table 2. Mechanical properties of 304 grade stainless steel Grade Tensile Strength (MPa) min Yield

Strength 0.2% Proof (MPa) min Elongation (% in 50mm) min Hardness Rockwell B (HR B) max Brinell (HB) max

Physical Properties Typical physical properties for annealed grade 304 stainless steels are given in table 3.Table

Physical properties of 304 grade stainless steel in the annealed condition Grade Density (kg/m3) Elastic Modulus

(GPa) Mean Coefficient of Thermal Expansion (mm/m/°C) Thermal Conductivity (W/m.K) Specific Heat 0-100°C

(J/kg.K) Electrical Resistively (nW.m) Grade Specification Comparison Approximate grade comparisons for

stainless steels are given in table 4.Corrosion Resistance Excellent in a wide range of atmospheric environments

and many corrosive media. Subject to pitting and crevice corrosion in warm chloride environments, and to stress

corrosion cracking above about 60°C. Considered resistant to potable water with up to about 200mg/L chlorides at

ambient temperatures, reducing to about 150mg/L at 60°C. , Heat Resistance, Good oxidation resistance in

intermittent service to 870°C and in continuous service to 925°C. Continuous use of 304 in the 425-860°C range is

not recommended if subsequent aqueous corrosion resistance is important. Grade 304L is more resistant to

carbide precipitation and can be heated into the above temperature range., Grade 304H has higher strength at

elevated temperatures so is often used for structural and pressure-containing applications at temperatures above

about 500°C and up to about 800°C. 304H will become sensitized in the temperature range of 425-860°C; this is not

a problem for high temperature applications, but will result in reduced aqueous corrosion resistance., Heat

Treatment, Solution Treatment (Annealing) - Heat to 1010-1120°C and cool rapidly. These grades cannot be

hardened by thermal treatment. Welding excellent weld ability by all standard fusion methods, both with and

without filler metals. AS 1554.6 pre-qualifies welding of 304 with Grade 308 and 304L with 308L rods or electrodes

(and with their high silicon equivalents). Heavy welded sections in Grade 304 may require post-weld annealing for

maximum corrosion resistance. This is not required for Grade 304L. Grade 321 may also be used as an alternative to

304 if heavy section welding is required and post-weld heat treatment is not possible.

Machining, A "Ugima" improved mach inability version of grade 304 is available in bar products. "Ugima" machines

significantly better than standard 304 or 304L, giving higher machining rates and lower tool wear in many

operations. Dual Certification, It is common for 304 and 304L to be stocked in "Dual Certified" form, particularly in

plate and pipe. These items have chemical and mechanical properties complying with both 304 and 304L

specifications. Such dual certified product does not meet 304H specifications and may be unacceptable for high

temperature applications.

The metal should be preferably be good soft SS 304, sound

and clean, free from injurious cold shuts or blow holes, true

to size & shape and of excellent finish. Sample pieces of 35 kg

/cm2 for span of 140 cms (1 inch square must be capable of

sustaining on a clear span of 4ft 6inch a central load of

lbs) when test in pipe. Sharp corners should be well rounded,

the grinding to be done by grinder and to made smooth and

finished. Complete in all respect to the satisfaction of

engineer in charge.

The entire work should be carried out as per the design and drawing which includes supplying, testing, fabrication,

cutting, bending, welding, fixing, polishing, buffing, joining, minor civil work and other work related to installation

of SS 304 pipe railing. The joining of the separate elements should be as per design. One master sample should be

prepared in actual in full size and only after the approval the railing should be made as per sample should be

approved by engineer in charge before commencing the work. The consistency in the weight should be there and

the tolerance will in tune of about 2 percentages.

The complete work shall be buffed by buffing machine for glossy and Matt finish as per detail design as directed by

engineer in charge. Necessary hold fast, fixtures and fasteners should be of good quality approved make and shall

as per directed by engineer in charge.

Mode of measurement and payment

The measurement will be in terms of kilogram and payment will be made per unit rate of kilogram of the complete

item including minor civil work for fixing the gill/railing .The rate includes fixing of the pipe railing at any floor level

up to any height and on wall or column faces. The sample piece of one railing/ grill panel shall be got prepared and

get it approved from architect. Work shall be carried out as per approved sample. As this is pipe work, necessary

samples of various types of pipes and support members shall be kept in to Board office

Providing and fixing MS grill of required pattern to frames of window etc. with MS flats at required spacing and

frame around square or round bar with round headed bolts and nuts or by screw ( B ) Ornamental grill/Jali (Similar

item) as detail design with two coats of primer & enamel paints , the shed and color as per instruction of engineer

in charge etc complete.

Approved quality Mild steel bright bar, rod, hollow pipe, various section and other material, primer, synthetic oil

paint scaffolding, machinery plant etc

The contractor has to Provide and fix the MS bright grill of required pattern to frames of window duct covering of

tower as per detail design and architectural drawing. Includes, cutting, bending, welding, fabrication, fixing the grill

on any height of the building at desired location as per instruction of engineer in charge. The grill shall be of plain

and light ornamental grill as detail design as per instruction of architect etc complete. in addition refer the general

specification booklet page no66 item no 10.100 B and other relevant item for workmanship only .please refer all

these page for workmanship only not for the mode of measurement and payment .

Mode of Measurement & payment

The measurement will be in terms of kilogram and payment will be made per unit rate of kilogram of the complete

item including minor civil work for fixing the Ms grill .The rate includes fixing of the M S Grill at any floor level up to

any height and at window opening, on wall or column faces, duct covering. The sample piece of one grill panel shall

be got prepared and get it approved from architect. Work shall be carried out as per approved sample. As this is

fabrication work, necessary samples of various types of mild steel bright bar, hollow pipe various mild steel section

and support members shall be approved .No payment shall be made for any wastage of material or labor work

required to complete the item in all aspect up to all height , level and lead .

Providing and fixing 18 mm thick approved quality Marble stone mirror polished, machine cut counter for Vanity

counter , wash basin with support and stability which include zeri cutting refitting , plastering making good of

surfaces , vanity counters fascias patti of Marble stone with molding, cut out for wash basin sink required sizes of

approved shade, texture and color laid in zeri in line level and plumb with cutting out v section claning out wetting

grouting with cement slurry 1: 3( 1 cement : 3 Coarse sand ) with joints treated with white cement mixed with

matching pigment , epoxy touch ups incl. rubbing, Mirror polishing curing etc. complete at all levels as per

instruction of Architect or engineer in charge.

Approved quality 18 mm thick approved quality Green Marble stone , white cement , matching pigment , sand

cement , great , kapachi 7 other material required for the item.

Contractor have to provide the approved quality , as per approve sample 18 mm thick mirror polished , machine

cut for Green Marble stone for, vanity counters facias and similar location of required size of approved shade

color and texture . the marble should be laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand )

and with joints treated with white cement , mixed with matching pigment , epoxy touch ups . contractor have to

provide kota stone as structural member for , support ,sandwich platform wherever it required or instruction of

engineer in charge contractor have to do necessary polishing , rubbing and mirror polishing of the each marble

stone , including rubbing , curing etc complete at all levels. Contractor has to provide fascia Patti with necessary

molding and polishing as per the instruction of architect. black granite for fixing marble / granite stone over and

above corresponding basic item in facia and drops of width up to 150 mm with epoxy resin based ( araldite or

equivalent ) adhesive including cleaning etc complete contractor has to provide opening of required size and shape

for wash basins , kitchen sink in kitchen platform , vanity counters and similar location in marble / black granite

stone work including necessary holes for pillar taps etc including rubbing and polishing of cut edges . contractor has

to provide edge molding to 18 mm thick marble stone counters , vanities etc which including machine polished to

edge high gloss finish etc complete as per design approved by engineer-in charge.

Mode of measurement & payment

The work done shall be measured in Sqmt for visible area of work done. The length and width of the marble

platform will be measured and the hole for wash basin facia patty and molding for the facia patty are not paid

separately. The rate will be of complete item of creating a black granite platform/ counter for wash basin in all

aspect. The rate shall be for a unit of one sq. meter. The sample of marble shall be get approved from architect

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm thick with grade of concrete

M300 pnumatic compressed / vibrated mechanically and as per approved design Confirming to IS 15658 :

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

The interlocking pavers of approved color and shape and made out with IS quality Portland cement, fine quality

sand and aggregates of 4.5 mm and smaller size. The pavers should be reflective with uv stabilized color anti glare

and anti skid groove .All the ingredient of pavers should meet the relevant IS codes. The sand used for the pavers

should be finer than the sand used for bedding. Contractor have to produce necessary testing certificate as per is or

The entire work to be carried out as per the approved color combination , shape and drawings , design and in the

pattern as given by architect. The workmanship is required to be of excellent quality and the pavers blocks should

be manufactured in automatic plants using weigh batching and hydraulic compaction. The mould for manufacturing

the pavers should be of hard steel and should be manufactured in single layer only. The vertical surfaces should be

perpendicular to the base and this also should be retained when kept for drying. The chamfers are to be of uniform

quality. The pavers should have uniform interlocking space of 2 to 3 mm for proper compacted sand filling after the

vibration on the paver’s surface. The pavers should have the following Eng. Properties when tested as per IS2185.

Crushing strength 250 kg per cm2 or as per architect’s requirement.

Maximum up to 450 kg cm2 Water absorption 7 % max. The pavers have to be steam cured to attain min 90 % of

crushing strength after one week of manufacturing. However, the pavers should be able to possess intermediate

crushing strength of 250 kg per cm2 or as per architect’s requirement. Maximum up to 450 kg cm2 before laying.

The pavers are to be laid as per the slope by the experienced workman by using compaction of sand by vibration.

The pavers used at the edge of curbing should be cut by hydraulic splitting keeping verticality intact.

The contractors should prepare the base by minimum 75mm thick sand bed to attain after compaction. The sand

should not be compacted and only after the pavers are laid the compaction by vibration should be done. The

jointing sand should be deposited all over the pavers to obtain suitable uniform joints.

Payment and Mode of measurement

The complete finished job will be measured and the unit of measurement will be in square meters. The payment

should be made as per square meter of paving as per detail design and colour combination of the paving blocks.

The rate includes the supplying and filling of 75 mm thick sand layer with leveling of the sand below the paving

block The contractor have to produce necessary testing certificate from manufacturer and govt. Approved

laboratory, both for third party inspection without any extra cost.

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm length,30cm height

and 15cm thick of M250 grade concrete as per approved design and including excavation for fixing in proper line

and level, filling the joint with C:M 1:3 (1cement:3fine sand) etc complete.

1.1. Pre cast concrete kerb stone of gray cement based concrete block 30 cm length 30 cm height and 15 cm thick

of M 250 Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Grit shall conform

to M-8 Course aggregate shall conform M-12. Necessary foam work , tools tackles ,plant and machinery to cast and

fix the cubing block at specific location

2.0 workmanship

The complete concrete work shall give the appearance of uniformity in surface contour and texture, and shall be

accurately constructed to line and grade. The required joints shall show neat Edge and surface alignment on

curved construction shall conform closely to the planned curvature, and the flow-line surface of gutters shall be

finished as necessary to eliminate low spots and avoid entrapment of water.

Concrete edges and surfaces designed to straight line or grades will be checked with a 3 meter straightedge, and

any deviations in excess of 5 mm will be considered unacceptable work. Unacceptable work shall be removed and

be replaced with acceptable work as ordered by the engineer in charge.

2.1. The relevant specification of item No. 5.4.1.of building specification booklet of ordinary concrete shall be