TAMIL NADU POLICE HOUSING CORPORATION LIMITED · TAMIL NADU POLICE HOUSING CORPORATION LIMITED...

TAMIL NADU POLICE HOUSING CORPORATION LIMITEDNo.1, WHITES ROAD, ROYAPETTAH CHENNAI - 14.

SCHEDULE �A�

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A. The Quantities here given are those upon which the lumpsum tender cost of work is based, but they

are subject to alterations, omission, deduction or additions are provided for in the conditions of this

contract and do not necessarily show the actual quantity of work to be done. The Unit rates noted

below are those governing payments for extras or deductions for omission according to the conditions

of the contract asset forth in the preliminary specifications of General conditions of specifications and

other conditions of specifications of this contract.

B. It is to be expressly understood that the measured work is to be taken nett not withstanding any

custom or practice to the contrary according to the actual quantities when in place and finished

according to the drawing or as may be ordered from time to time by the Chief Engineer and the cost

calculated-by measurement or weight at the respective prices without additional charge for any

necessary or contingent works connected herewith. The rates quoted are for works in situ and

complete in every respect.

C. Unavoidable delays may entail in rare instances, for delays beyond 3 months after execution of

agreement, offer may be withdrawn / cancelled, validity shall be however optional subject to mutual

consent by the contractor and TNPHC at agreed rates without extras.

D. As a result of continuous improvements contemplated by the TNPHC in layouts / type designs,

substantial variations might occur in one or more items. The tenderer will be expected to adopt such

modifications whenever necessiated and ordered for.

E. If rarely owing to non availability of vacant lands in the site mentioned in the notification, change of

site either partly or wholly is warranted, the tenderer shall accept to execute work accordingly as may

be necessiated and ordered for at agreed rates or derived rates.

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RATE IN FIGURESAND WORDS

5

UNIT IN FIGURESAND IN WORDS

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AMOUNT

7

1.1 Earth work excavation forfoundation in all soils andsub-soils and to the requireddepth may be directed exceptin hard rock requiring blastingbut inclusive of shoring,strutting, and bailing out waterwherever necessary andrefilling the sides offoundation with excavatedearth in 150mm thick layerswell watered rammed andconsolidated and depositingthe surplus earth in placesshown clearing and levellingthe sites with an initial leadsto 10 metres and lift asspecified here under etc.complete in all respectscomplying with relevantstandard specifications.(Including Refilling)

a) 0 to 2m depth.

b) 2 to 3m depth.

1.2 Earth work excavation forfoundation in all soils and subsoils and to the requireddepth as may be directedexcept in hard rock requiringblasting, inclusive of shoring,strutting and bailing outwater wherever necessary,(Excluding refilling the sideof foundation) anddepositing the earth in placesshown clearing and levellingthe site with an initial lead of10 metres and lift as specifiedhereunder etc., complete inall respects complyingwith relevant standardspecifications.(Excluding Refilling)

a) 0 to 2m depth.

b) 2 to 3m depth.

1.3. Earth work excavation forfoundation in softdisintegrated rock, softlaterite rock or Kankar softrock not requiring blastinginclusive of shoring, struttingand bailing out waterwherever necessary andrefilling the sides offoundation with excavatedearth in 150 mm thick layerswell watered rammed andconsolidated and depositingthe surplus earth in placesshown clearing and levellingthe sites with an initial lead of

17, 23& 24

17 & 20

17, 23& 24

1m3 (One Cubic metre)




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6

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10 metres and lift as specifiedhereunder etc., complete inall respects complyingwith relevant standardspecifications.

a) 0 to 2m depth.

b) 2 to 3 m depth.

1.4. Earth work excavation forOpen Foundation in all soilsand sub soils and to therequired depth may bedirected except in hard rockrequiring blasting butinclusive of shoring, struttingand bailing out waterwherever necessary andrefilling the sides offoundation with excavatedearth in 150 mm thick layerswell watered rammed andconsolidated and depositingthe surplus earth in placesshown clearing and levellingthe sites with an initial lead of10 metres and lift as specifiedhereunder etc., complete inall respects complyingwith relevant StandardSpecifications (IncludingRefilling)

a) 0 to 2m depth.

b) 2 to 3m depth.

1.5. Earth work excavation forOpen Foundation in all soilsand sub-soils and to therequired depth as may bedirected except in hard rockrequiring blasting, inclusive ofshoring, strutting and bailingout water wherevernecessary. (Excludingrefilling the sides offoundation) and depositingthe earth in places shownclearing and levelling the sitewith an initial lead of 10metres and lift as specifiedhereunder etc., complete inall respects complyingwith relevant Standardspecifications (ExcludingRefilling).

a) 0 to 2m depth.

b) 2 to 3m depth.

1.6. Earth work excavation forOpen Foundation for drainsand sullage drains in all soilsand subsoils and to the

17, 23& 24

17 & 20







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6

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required depth as may bedirected except in hard rockrequiring depth as may bedirected except in hard rockrequiring blasting, inclusive ofshoring, strutting and bailingout water wherevernecessary. (Excludingrefilling the sides offoundation) and depositingthe earth in placed shownclearing and leveling the sitewith an initial lead of 10metres and lift as specifiedhereunder etc., complete inall respects complyingwith relevant standardspecification (ExcludingRefilling) (Drain width upto1.25 metre).

a) 0 to 2m depth.

b) 2 to 3m depth.

2.1 Supplying and fill ing infoundation and basementwith filling sand in layers of150 mm thickness wellwatered, rammed andconsolidated complyingwith relevant Standardspecification including cost ofsupplying filling sand.

2.2 Providing Sand Gravel mixfor foundation and basementin layers of 150mm thicknesswell watered, rammed andconsolidated complyingwith relevant Standardspecifications. The sandgrave mix will be a proportionof 1:1 (i.e.) 0.70m3 of fillingsand, 0.72m3 of gravel forevery 1.00 m3 compactedvolume of sand gravel mixincluding cost andconveyance of sand andgravel from approved quarrysto work site including labourcharges from mixing sandand gravel in the requiredproportion and consistencyusing soft potable waterincluding all leads for water,spreading the mix in layersconsolidating the same asdirected by the departmentalofficers.

2.3 Supplying and filling with40mm size broken brickjelly in foundation andbasement and other similarworks including cost ofmaterials, labour charges,etc., all complete and asdirected by the departmentalofficers.

24 & 25

17 & 20






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2.4 Supplying and filling with20 mm size broken brickjelly in foundation andbasement and other similarworks including cost ofmaterials, Labour chargesetc., all complete and asdirected by the departmentalofficer.

2.5 Providing Gravel soling of150mm tk. (consolidatedthickness) including cost andconveyance of good gravelof approved quality andstacking to departmentalgauge for pre-measurementto the work spot, labourcharges watering with soft,potable water and includingcost and lead of water andconsolidated by using powerrollers at 8 to 10 tonnecapacity including cost oftools and plants, fuel charges,labour charges etc., allcomplete and as directed bythe departmental officers.

3.1 CC 1:5:10 (One of cement,five of sand and ten of hardbroken stone Jelly) forfoundation using 40 mmgauge broken stone jellyinclusive of shoring, struttingand bailing out waterwherever necessaryramming, curing etc.,complete in all respectscomplying with relevantstandard specificationsand as directed by theDepartmental officers.

3.2 Plain cement concrete1:2:4 (One of cement two ofsand and four of HBS jelly)using 20m gauge hardbroken stone jelly excludingthe shuttering and centeringbut including laying, curingand finishing with relevantstandard specifications infoundation and basement,and other similar works & asdirected by the departmentalofficers.

3.3 C.C.1:8:16 (One of cement,eight of sand and sixteen ofbroken brick jelly) forfoundation and other similarworks using 20mm gaugebroken Brick Jelly inclusiveof shoring, strutting andbailing out water wherevernecessary ramming, curingetc., complete in all respectscomplying with relevantstandard specifications and

17 & 20

28

30






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as directed by theDepartmental officers.

3.4 Providing Water BoundMacadam Road 125 mm tk.in two layers and the Ist layerof 75 mm thick with 50 mmsize IRC metal with 25 mmthick gravel blindage and 2nd

layer of 50mm thick with40mm size IRC metal with20mm thick gravel blindageincluding cost andconveyance of IRC metal andgravel of approved quality towork site, labour charges forspreading, water of softpotable including cost andlead and stacking todepartmental gauge for pre-measurement of, for waterand consolidated by usingpower rollers of 8 to 10 tonnecapacity for both layers,labour charges for watersboth layers for 20 days andregulating traffic, hire chargesfor tools and plants, fuelcharges, labour charges etc.,all complete and as directedby the departmental officers.

3.5 Surface dressing overWBM with precoated chipsusing 2.50m

3 of 12mm chips

per 100m2 and 4.80 kg of

bitumen for 1.0m3 of chips for

one mixing and 100 kg ofbitumen for tack coat per100m

2 and spreading river

sand at the rate of 0.145m3 /100m

2 including cost of metal,

bitumen of grade 80/100, androlling and consolidating bypower roller, 8 to 10 tonnecapacity including hirecharges for tools and plants,fuel charges, etc. all completeand as directed by thedepartmental officers.(Thebitumen 80/100 grade shouldbe got approved from theExecutive Engineer beforeuse.)

4.1 Cement Concrete 1:2:4(One of cement, two of sandand four of stone jelly) for allreinforced cement concreteworks, namely plinth beams,tie beams, column andcolumn footing, slabs using20mm gauge hard brokenstone jelly excluding thecost and fabrication ofreinforcement grills,shuttering and centering butincluding vibrating, laying,curing, with relevant standardspecifications in Foundationand Basement.

30

1m2 (One Square metre)



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4.2 Cement Concrete 1:11/2:3(One of cement, one and halfof sand and three of stonejelly) for all reinforced cementconcrete works, namely plinthbeams/column/tie beams,column footings, slab using20mm gauge hard brokenstone jelly excluding thecost and fabricationof reinforcement grills,shuttering and centering butincluding, vibrating, laying,curing, with relevant standardspecifications in Foundationand Basement.

5 Randum Rubble masonryworks in cm 1:5 (One ofcement and five of sand)using selected SS Stonesand bond stones infoundation and basement,including dewateringwherever neceesary, propersetting, curing etc., completein all respects complying withrelevant standardsspecifications.

6.1 Brick work in cm 1: 5 (Oneof cement and five of sand)using Chamber burnt bricksof size 9” x 4 3/8” x2¾”(230 x 112 x 70mm) infoundation and basementincluding dewateringwherever necessary propersetting, curing etc., completewith relevant standardspecifiations.

6.2 Brick work in cm 1:5 (Oneof cement and five ofsand) using chamber burntbricks of size 9”x4½”x3”(23x11.4x7.5 cm) infoundation and basementincluding dewateringwherever necessary propersetting, curing etc., completewith relevant standardspecifications.

6.3 Brick work in cm 1:5 (Oneof cement and five of sand)using chamber burnt bricks ofs i z e 9 ” x 4 ¼ ” x 2 ¾ ”(23x11x7cm) in foundationand basement includingdewatering wherevernecessary proper setting,curing etc. complete withrelevant standardspecifications.

6.4 Brick work in cm 1:5 (Oneof cement and five of sand)using chamber burnt bricksof size 8¾”x4¼”x2¾”

30

35-H

31 &31-C

31 &31-C

31 &31-C

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(22x11x7cm) in foundationand basement includingdewatering wherevernecesary proper setting,curing etc., completewith relevant standardspecifications.

6.5 Brick work in cm 1:5 (Oneof cement and five of sand)using Kiln burnt countrybricks of size 8¾�x4¼�x2¾�(22x11x7cm) in foundationand basement includingdewatering wherevernecesary proper setting,curing etc., completewith relevant standardspecifications.

6.6 Brick work in cm 1:5 (Oneof cement and five of sand)using Kiln burnt countrybricks of size 8¾�x4¼�x2¼�(22x11x5.7cm) in foundationand basement includingdewatering wherevernecesary proper setting,curing etc., completewith relevant standardspecifications.

7.1 Damp proof course in CM1:4 (One of cement and fourof sand) 12mm thick mixedwith crude oil @ 5% by weightof cement finishing, curingetc., complete and asdirected by the departmentalofficers.

7.2 Supplying and fixing of20mm thick bituminousexpansion joint filler pad ofapproved quality and makeinclusive of conveyancecharges, cutting the pad tothe required size, cost ofmaterials and labour chargesfor fixing in position wherevernecessary for all floors etc.,complete and as directed bythe departmental officers.

8.1. Cement Concrete 1:2:4(One of cement , two of sandand four of HB stone jelly) forall RCC works namely TEE,ELL or rectangular beams,lintel, parapet cum drops,waist and landing slab,canophy, circular column, finprojects, sunshades, windowboxing slab, slab and othersimilar works using 20mmgauge hard broken stone jellyexcluding the cost andfabrication of reinforcementgrills, shuttering andcentering but including

31 &31-C

31 &31-C

30





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vibrating, laying, curing,finishing etc., complyingwith relevant standardspecifications in the followingfloors.

(a) In Ground Floor

(b) In first Floor

(c) In Second floor

(d) In Third Floor

(e) In Fourth floor

8.2. Cement concrete 1:11/2:3(One of cement, one and halfof sand and three of HB stonejelly) for all RCC worksnamely Tee, Ell rectangularbeams, lintel, parapet cumdrops, waist and landing slab,canophy , circular column,fins projects, sunshades,window boxing slab, loft andother similar works using20mm gauge hard brokenstone jelly excluding thecost and fabrication ofreinforcement gri l ls,shuttering and centering butincluding vibrating, laying,curing and finishing etc.,complying with relevantstandard specifications in thefollowing floors.

(a) In Ground Floor

(b) In First Floor

(c) In Second Floor

(d) In Third Floor

(e) In Fourth Floor

9.1. Brick work in cementmortor 1:6 (One of cementand six of sand ) usingChamber burnt bricksof size 9”x4-3/8”x2-3/4”(23x11.2x7cm) for superstructure in the followingfloors including labour forfixing the doors, windows andventilator frames in position,fixing of hold fasts,scaffoldings, curing etc.,complete in all respectcomplying and relevant

30

31 &31-C











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6

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7

standard specifications anddrawings

(a) In Ground Floor

(b) In First Floor

(c) In Second Floor

(d) In Third Floor

(e) In Fourth Floor

9.2. Brick work in CementMortar 1:6 (One of cementand six of sand) usingChamber burnt bricksof size 9�x4½X3�(23x11.4x7.5cm) for superstructure in the followingfloors including labour forfixing the doors, windows andventilator frames in position,fixing of hold fasts,scaffoldings, curing etc.,complete in all respectcomplying and relevantstandard specifications anddrawings

(a) In Ground Floor

(b) In First Floor

(c) In Second Floor

(d) In Third Floor

(e) In Fourth Floor

9.3. Brick work in CementMortar 1:6 (One of cementand six of sand) usingChamber burnt bricks of size9�x4¼�x2¾� (23x11x7cm) forsuper structure in thefollowing floors includinglabour for fixing the doors,windows and ventilatorframes in position, fixing ofhold fasts, scaffoldings,curing etc., complete inall respect complyingand relevant standardspecifications and drawings

(a) In Ground Floor

(b) In First Floor

31 &31-C

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(c) In Second Floor

(d) In Third Floor

(e) In Fourth Floor

9.4. Brick work in Cement Mortar1:6 (One of cement and sixof sand) using Chamberburnt bricks of size8¾�x4¼�x2¾� (22x11x7cm)for super structure in thefollowing floors includinglabour for fixing the doors,windows and ventilatorframes in position, fixing ofhold fasts, scaffoldings,curing etc., complete in allrespect complying andrelevant standardspecifications and drawings

(a) In Ground Floor

(b) In First Floor

(c) In Second Floor

(d) In Third Floor

(e) In Fourth Floor

9.5. Brick work in CementMortar 1:6 (One of cementand six of sand) using Kilnburnt country bricks of size8¾�x4¼�x2¾� (22x11x7cm)for super structure in thefollowing floors includinglabour for fixing the doors,windows and ventilatorframes in position, fixing ofhold fasts, scaffoldings,curing etc., complete in allrespect complying andrelevant standardspecifications and drawings

(a) In Ground Floor

(b) In First Floor

(c) In Second Floor

(d) In Third Floor

(e) In Fourth Floor

31 &31-C

31 &31-C














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TNBPNo.4


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6

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7

9.6. Brick work in CementMortar 1:6 (One of cementand six of sand) using Kilnburnt country bricksof size 8¾�x4¼�x2¼�(22x11x5.7cm) for superstructure in the followingfloors including labour forfixing the doors, windows andventilator frames in position,fixing of hold fasts,scaffoldings, curing etc.,complete in all respectcomplying and relevantstandard specifications anddrawings

(a) In Ground Floor

(b) In First Floor

(c) In Second Floor

(d) In Third Floor

(e) In Fourth Floor

10.1. Brick partition wall inCement Mortar 1:4 (One ofcement and four of sand)112mm thick for superstructure in the followingfloors using chamber burntbricks of size 9�x4 3/8�x2¾�(23x11.2x7cm) includinglabour for fixing the doors,windows and ventilatorframes in position, fixing ofhold fasts, scaffoldings,curing etc., complete inall respect complyingand relevant standardspecifications and drawings

(a) In Foundation & Basement

(b) In Ground Floor

(c) In First Floor

(d) In Second Floor

(e) In Third Floor

(f) In Fourth Floor

10.2. Brick partition wall inCement Mortar 1:4 (One ofcement and four of sand)114mm thick for superstructure in the following

31 &31-C

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floors using chamber burntbricks of size 9�x4½�x3�(23x11.4x7.5cm) includinglabour for fixing the doors,windows and ventilatorframes in position, fixing ofhold fasts, scaffoldings,curing etc., complete inall respect complyingand relevant standardspecifications and drawings

(a) In Foundation andbasement

(b) In Ground Floor

(c) In First Floor

(d) In Second Floor

(e) In Third Floor

(f) In Fourth Floor

10.3. Brick partition wall inCement Mortar 1:4 (One ofcement and four of sand)110mm thick for superstructure in the followingfloors using chamber burntbricks of size 9�x4¼�x2¾�(23x11x7cm) includinglabour for fixing the doors,windows and ventilatorframes in position, fixing ofhold fasts, scaffoldings,curing etc., complete inall respect complyingand relevant standardspecifications and drawings


(b) In Ground Floor

(c) In First Floor

(d) In Second Floor

(e) In Third Floor

(f) In Fourth Floor

10.4. Brick partition wall inCement Mortar 1:4 (One ofcement and four of sand)110mm thick for superstructure in the followingfloors using chamber burntbricks of size 8¾�x4¼�x2¾�

31 &31-C

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6

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7

(22x11x7cm) including labourfor fixing the doors, windowsand ventilator frames inposition, fixing of hold fasts,scaffoldings, curing etc.,complete in all respectcomplying and relevantstandard specifications anddrawings


(b) In Ground Floor

(c) In First Floor

(d) In Second Floor

(e) In Third Floor

(f) In Fourth Floor

10.5. Brick partition wall inCement Mortar 1:4 (One ofcement and four of sand)110mm thick for superstructure in the followingfloors using kiln burntcountry bricks of size8¾�x4¼x2¾� (22x11x7cm)including labour for fixing thedoors, windows and ventilatorframes in position, fixing ofhold fasts, scaffoldings,curing etc., complete inall respect complyingand relevant standardspecifications and drawings


(b) In Ground Floor

(c) In First Floor

(d) In Second Floor

(e) In Third Floor

(f) In Fourth Floor

10.6. Brick partition wall inCement Mortar 1:4 (One ofcement and four of sand)110mm thick for superstructure in the followingfloors using kiln burntcountry bricks of size8¾�x4¼�x2¼� (22x11x5.7cm)

31 &31-C

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7

including labour for fixing thedoors, windows and ventilatorframes in position, fixing ofhold fasts, scaffoldings,curing etc., complete inall respect complyingand relevant standardspecifications and drawings


(b) In Ground Floor

(c) In First Floor

(d) In Second Floor

(e) In Third Floor

(f) In Fourth Floor

11.1. Brick partition walls 70mmthick using chamber burntbricks of size 9�x4-3/8�x2¾�(23x11.2x7cm) in cementmortar 1:4 (One of cementand four of sand) for superstructure in the followingfloors including scaffoldings,curing etc., complete inall respect complyingand relevant standardspecifications and drawings

(a) In Ground Floor

(b) In First Floor

(c) In Second Floor

(d) In Third Floor

(e) In Fourth Floor

11.2. Brick partition walls 75mmthick using chamber burntbricks of size 9�x4½�x3�(23x11.4x7.5cm) in cementmortar 1:4 (One of cementand four of sand) for superstructure in the followingfloors including scaffoldings,curing etc., complete inall respect complyingand relevant standardspecifications and drawings

31 &31-C

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(a) In Ground Floor

(b) In First Floor

(c) In Second Floor

(d) In Third Floor

(e) In Fourth Floor

11.3. Brick partition walls 70mmthick using chamber burntbricks of size 9�x4¼�x2¾�(23x11x7cm) in cementmortar 1:4 (One of cementand four of sand) for superstructure in the followingfloors including scaffoldings,curing etc., complete inall respect complyingand relevant standardspecifications and drawings

(a) In Ground Floor

(b) In First Floor

(c) In Second Floor

(d) In Third Floor

(e) In Fourth Floor

11.4. Brick partition walls 70mmthick using chamber burntbricks of size 8¾�x4¼�x2¾�(22x11x7cm) in cementmortar 1:4 (One of cementand four of sand) for superstructure in the followingfloors including scaffoldings,curing etc., complete inall respect complyingand relevant standardspecifications and drawings.

(a) In Ground Floor

(b) In First Floor

(c) In Second Floor

(d) In Third Floor

(e) In Fourth Floor
















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11.5. Brick partition walls 70mmthick using kiln burntcountry bricks of size8¾�x4¼�x2¾� (22x11x7cm)in cement mortar 1:4 (One ofcement and four of sand) forsuper structure in thefollowing floors includingscaffoldings, curing etc.,complete in all respectcomplying and relevantstandard specifications anddrawings

(a) In Ground Floor

(b) In First Floor

(c) In Second Floor

(d) In Third Floor

(e) In Fourth Floor

11.6. Brick partition walls 57mmthick using kiln burntcountry bricks of size8¾�x4¼�x2¼� (22x11x5.7cm)in cement mortar 1:4 (One ofcement and four of sand) forsuper structure in thefollowing floors includingscaffoldings, curing etc.,complete in all respectcomplying and relevantstandard specifications anddrawings

(a) In Ground Floor

(b) In First Floor

(c) In Second Floor

(d) In Third Floor

(e) In Fourth Floor

12.1. Brick partition walls 50mmthick using kiln burntcountry bricks of size8¾�x4¼�x2� (22x11x5cm) incement mortar 1:4 (One ofcement and four of sand) forsuperstructure in thefollowing floors includingscaffoldings, curing etc.,complete in all respectcomplying and relevantstandard specifications anddrawings.

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(a) In Ground Floor

(b) In First Floor

(c) In Second Floor

(d) In Third Floor

(e) In Fourth Floor

12.2. Brick partition walls 50mmthick using kiln burntcountry bricks of size9�x4 ¼�x2� (23x11x5cm) incement mortar 1:4 (One ofcement and four of sand) forsuper structure in thefollowing floors includingscaffoldings, curing etc.,complete in all respectcomplying and relevantstandard specifications anddrawings

(a) In Ground Floor

(b) In First Floor

(c) In Second Floor

(d) In Third Floor

(e) In Fourth Floor

13.1 Filling in foundation andbasement and other similarworks with Excavated earthin layers of 150mm thickwell watered rammedand consolidated complyingwith relevant standardspecification etc., all completeand as directed by thedepartmental officers.

13.2 Filling in foundation andbasement with Excavatedearth mixed with lime in theproportion of 1:4 (one oflime and four of earth) inlayers of 150mm thickwell watered rammedand consolidated complyingwith relevant standardspecification etc., all completeand as directed by thedepartmental officers.

14. Providing precast concreteslab for cupboard wardrobes shelves, cover slab forchambers, Baffle walls side

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slabs of boxing aroundwindows and other similarworks in cement concrete1:2:4 (One of cement , two ofsand and four of stone jelly)using hard broken stone jellyof size 10mmm and less forthe following thicknessexcluding the cost andfabrication of reinforcementgrills but including precasting,moulding, curing, finishingand fixing in positioncomplying with relevantstandard specifications etc.,complete in the followingfloors (Measurement will betaken including bearing inwall also)

I. 20mm thick

(a) In Ground Floor

(b) In First Floor

(c) In Second Floor

(d) In Third Floor

(e) In Fourth Floor

II. 40mm thick

(a) In foundation & basement

(b) In Ground Floor

(c) In First Floor

(d) In Second Floor

(e) In Third Floor

(f) In Fourth Floor

15. Providing Cuddappah slabfinishing with two sides forcupboard, sunshade, ward-robes, shelves , side slabs ofboxing around windows,kitchen platform slabs, sinkand other similar worksincluding finished and fixingin position complyingwith relevant Standardspecifications etc., completein the following floors(Measurement will be takenincluding bearing also) as












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directed by the departmentalofficers (Quality ofCuddappah slab shall be gotapproved by the ExecutiveEngineer before fixing.Cuddappah sunshade shallbe provided with cuddppahbeeding of required size ofprevent rain water in therooms without any extra cost)

I. 20mm thick

(a) In Ground Floor

(b) In First Floor

(c) In Second Floor

(d) In Third Floor

(e) In Fourth Floor

II. 40mm thick

(a) In Ground Floor

(b) In First Floor

(c) In Second Floor

(d) In Third Floor

(e) In Fourth Floor

16.1. Precast cement concreteJolly ventilator in cementconcrete 1:2:4 (One ofcement, two of sand, and fourof hard broken stone jelly)using 20mm gauge hardbroken stone jelly for thefollowing thickness excludingthe cost and fabrication ofreinforcement grills butincluding precasting,moulding, curing, finishingand fixing in positioncomplying with relevantstandard specifications etc.,complete in the followingfloors.

I. 50mm thick

(a) In Ground Floor

(b) In First Floor

30













S. No.

1

QUANTITY

2

DESCRIPTIONOF WORK

3

TNBPNo.4


5


6

AMOUNT

7

(c) In Second Floor

(d) In Third Floor

(e) In Fourth Floor

16.2 Supplying and fixing of Terracotta jolly (Not below 50mmthick ) of best quality andfixing in position with cementpaste and red-oxide puttyincluding cost of all materialsas directed by thedepartmental officers. (TheTerra cotta Jolly quality anddesign shall be got approvedby the Executive Engineerbefore use)

(a) In Ground Floor

(b) In First Floor

(c) In Second Floor

(d) In Third Floor

(e) In Fourth Floor

16.3 Supplying and fixing of Terracotta jolly (more than 50mmupto 110mm Louvered type )of best quality and fixing inposition with cement pasteand reoxide putty includingcost of all materials asdirected by the departmentalofficers. (The Terra cotta Jollyquality and design shall begot approved by theExecutive Engineer beforeuse.)

(a) In Ground Floor

(b) In First Floor

(c) In Second Floor

(d) In Third Floor

(e) In Fourth Floor

17. Providing Form work forreinforced cement concretework such as lintels, beamsof all shapes and plainsurfaces complete struttingupto 3 metres high using

72 & 74

30















S. No.

1

QUANTITY

2

DESCRIPTIONOF WORK

3

TNBPNo.4


5


6

AMOUNT

7

country wood planks andremoving the same after aspecified period withoutdamaging the RCC work in allfloors.

18. Providing Form work forsoffits of reinforced cementconcrete columns and slabsor plain surfaces and columnsinlcuding strutting upto 3mhigh using MS sheets withB.G, 10 gauge of suitable sizestiffened with welded MSangles of size 25x25x3mmlaid over country wood joistsand supported by casurinaprops and removing the sameafter a specified period,without damaging the RCCworks in all floors complyingwith standard specificationsand as directed.

19 Providing Form work forreinforced cement concretesurface in Small quantitiessuch as sunshades, parapetcum drop, window boxing, finprojections and other similarworks and strutting upto 3metres high using mild steelsheets and removing thesame after a specified periodwithout damaging the RCCworks in all floors.

20 Providing Form work forreinforced cement concretework in foundation andbasement such as Plinthbeam, raft beam, raft slab,columns, column footingsupto basement work usingcountry wood planks andremoving the same afterspecified period withoutdamaging the RCC works.

21.1. Supplying and fixingMonolithic RCC door framesof size 100x75mm with oneedge grooves size 30x20 mmin reinforced cement concrete1 : 1½ : 3 (One of cement,one and half of sand andthree of hard broken stonejelly) including cost of steelsand fabrication ofreinforcement grills with 3nos. of 6mm M.S. rod alroundand 3mm steel stirrups at30cm centre to centreincluding fixing of 3 nos ofiron bracket of size100x100x5mm or 3 nos ofTeak wood plug for receivinghinges and 2 nos of teakwood plug for receiving thetower bolts including fixing of

30

30

30




S. No.

1

QUANTITY

2

DESCRIPTIONOF WORK

3

TNBPNo.4


5


6

AMOUNT

7

6 nos of hold fasts and costand fixing of check nuts andaluminium sleeves and 2 nosiron oxide tower bolt, receiverall as per drawings, includingmoulding in steel mould andcasting with smooth surfacesand fine edges, curing,transporting etc., all completeas directed by thedepartmental officers.

a) For door size 900x2100 mm

b) For door size700x2100mm

21.2. Supplying and fixing of TeakWood wrought and put upfor frames of doors, windows,ventilators, cupboard and anyother similar joineries workswith necessary plugs, rebatesfor shutters, plaster grooveson all faces etc. , includinglabour charges for fixing holdfasts, complying with relevantstandard specifications etc.,in all respects.

a) Teak wood over 2.00 metreand below 3 metre length

b) Teak wood below 2.00metre length

21.3. Supplying and fixing of PVCdoors (Superior variety) ofrequired over all size (singleleaf) with PVC door frameand PVC shutter 30mmthick. The frame is to bemade from extruded PVCsection size of 40mmx50mmhaving multichamber crosssection with a wall thicknessnot less than 2.5 mm dulyreinforced with steel to bemitre cut at corners andwelded. A tie-rod to beprovided at bottom. The doorshutter frame is to be madeout of extruded section of size59x34 mm with wall thicknessof 2mm and concealed steelreinforcement of size27x20 mm. The infilt panelsis to be made out of multichamber hollow PVCextruded panel with aneffective dimension of150mmx30mm with wallthickness not less than 1mm.The panels are joined bytongue and groove method.The shutter shall be providedwith 3 nos of 4” aluminiumbutt hinges, 2 nos of 4”aluminium handles of 3 nosof 6” aluminium Tower bolts,

72 & 74

1 No each

1 No each



S. No.

1

QUANTITY

2

DESCRIPTIONOF WORK

3

TNBPNo.4


5


6

AMOUNT

7

with required C.P. screwsincluding labour charges forfixing the shutter frame andfurniture fittings in postion andfinished smooth with templateetc., all complete as directedby the departmental officers(Fittings provided shall bearISI mark if available. Thebrand should be gotapproved from the ExecutiveEngineer before use)

a) For door size 700x2100 mm

22.1. Supplying and fixing of BestIndian Teak wood panelleddoor shutters single leaf inposition using 75mm x37.5mm styles and 3 nos of150x37.5mm rails (top,bottom and lock rail) and 3nos of 75mmx37.50mm railsand 18.75mm thick planks forpanels including cost andlabour for fixing the furniturefittings as per schedule ‘E’etc., all complete and asdirected by the departmentalofficers.

(a) Single leaf suitable fordoor size 1000x2100 mm

(b) Single leaf suitable fordoor size 900x2100 mm

(c) Single leaf suitable fordoor size 700x2100 mm

22.2 Supplying and fixing of BestIndian Teakwood panelleddoor shutters single leaf inposition using 75mm x37.5mm styles and 4 nos of150x37.5mm rails (top,middle, bottom and lock rail)2 nos of 75mmx37.5mmvertical shorter styles and18.75mm thick planks forpanels including cost andlabour for fixing the furniturefittings as per schedule ‘E’etc., complete and asdirected by the departmentalofficers.

a) Single leaf suitable for doorsize 1000 x 2100mm

b) Single leaf suitable for doorsize 900 x 2100mm

c) Single leaf suitable for doorsize 700 x 2100mm

22.3. Teak wood glazed windowand ventilators shutters 6.25x 3.12cm styles and rails and3mm thick ground or frosted

1m2 (One Square Metre)







S. No.

1

QUANTITY

2

DESCRIPTIONOF WORK

3

TNBPNo.4


5


6

AMOUNT

7

glass for panels includinglabour charges and cost offurniture fittings as perschedule ‘E’ and as directedby the departmental officers.

a) T.W. glazed single leaf foreach bay to suit windowframes of over all height135cm height

b) T.W. glazed single leaf foreach bay to suit windowframes of over all height of120cm height.

c) T.W. glazed single leaf foreach bay to suit windowframes of over all height of105cm height.

d) T.W. glazed ventilatorsswing type to suit over all size90x60cm

22.4. Providing T.W.double leafshutters for cupboard/wardrobes with prelaminatedparticle board orprelaminated cement bondedparticle board for shutters.The all round frame made upof T.W. scantling of75mmX37.50mm and thestyles and rails made up ofT.W. scantlings of7 5 m m X 3 7 . 5 m m . T h eshutters panels are not lessthan 8mm thick with relevantISI mark OSL panel boardincluding cost of OSL boardand labour for fixing inposition, cost of materials,Aluminium Furniture fittingssuch as 6 nos. 3” ofAluminium butt hinges, 2 nos.3”x5/8” Aluminium Towerbolt, 2 nos of 4” ornamentalAluminium Handle, lock andkey arrangements and alsovarnishing with two coats forT.W. scantlings, styles andrails using best quality of winevarnish with neat finish, allcomplete & as directed by thedepartmental officers (Theone side laminated particleboards quality and shade andother fittings should be gotapproved by ExecutiveEngineer before use.)

23.1. Supplying and fixing of BestIndian T.W. single leaf doorshutters using 9mm thickphenol bonded BWR gradeplywood as per IS 303-1989(General) with IS 5539-1969(for preservative treatment)and IS 848-1974 (for






S. No.

1

QUANTITY

2

DESCRIPTIONOF WORK

3

TNBPNo.4


5


6

AMOUNT

7

adhesives) with relevant ISspecifications and its latestamendment for shutters with75mm x 37.50 mm teak woodstyles and 3 Nos. of150mmx37.50 TW rails (top,bottom and lock rails) usingthe above panel includinglabour charges and cost offurniture fittings as perschedule ‘E’ and as directedby the departmental officers.(The quality of BWR plywoodshould be got approved fromthe Executive Engineerbefore use.)

a) 900 x 2100

23.2. Supplying and fixing of 3mmthick pin headed Glasspanels with aluminiumanodised ‘U’ shape beedingof size 12x12mm with 107gram in average weight for1m length with aluminiumbolts and nuts for the shuttersof the steel windows alreadysupplied to suit all the sizeand as directed by thedepartmental officers. (Thequality of glass andaluminium beeding should begot approved from theExecutive Engineer beforeuse).

23.3 Supplying and fixing of 3mmthick best approved quality ofPVC designed sheet(superior variety) withaluminium anodized ‘U’shape beeding of size12 x12mm with 107 gram inaverage weight for 1m lengthwith aluminium bolts and nutsfor the shutters of the steelwindows already supplied tosuit all the size and asdirected by the departmentalofficers. (The quality of PVCdesigned sheet andaluminium beeding should begot approved from theExecutive Engineer beforeuse)

23.4 Supplying, fabricating andfixing in position ofAluminium window/Ventilator anodized not lessthan 15 microns confirming toStandard specification madewith extruded Aluminium “H”section size 38.5x33x3mm forouter frame. Z section of size38.5x33x3mm for shutter andintermediate sections of size59x33x3mm and aluminiumclip of size 17.3x17x0.90 mm




S. No.

1

QUANTITY

2

DESCRIPTIONOF WORK

3

TNBPNo.4


5


6

AMOUNT

7

with MS powder coatedstiffner of size 12mm x 3mmfor fixing PVC designed sheetwith necessary accessoriessuch as Aluminium handles ofsize 101.6x2.4x3.18mm,Aluminium butterfly hinges 3”Aluminium window stay &Pegs of 10” aluminium holdfast 6”(4mm thick) withsuitable screws and rubberbeedings including supplyingand fixing of 3mm thick PVCdesigned sheet and includingcost of all materials labours,power consumption requiredfor fabrication, drilling holesfor fixing the aluminium holdfast etc complete and makethe wall in original shape afterfixing and as directed by thedepartmental officers and asper drawings enclosed (all thematerials to be used shouldbe got approved by theExecutive Engineer beforeuse)

a) Window of size 1.80 x 1.35metres

b) Window of size 1.35 x 1.35metres

c) Window of size 1.35 x 1.05metres

d) Window of size 1.20 x 1.05metres

e) Window of size 1.05 x 1.35metres

f) Window of size 0.90 x 1.35metres

g) Window of size 0.90 x 1.05metres

h) Window of size 0.50 x 1.35metres

i) Window of size 0.45 x 1.35metres

VENTILATOR

j) Ventilator of size 0.90 x 0.60metres

24. Manufacturing and supplyingof Steel Windows confirmingto IS 1038/1983 specificationwith steel section used forfabrication of windows as perIS7452/1982 specificationand as per the approved typedesign for all size applicablefor the work with iron oxidisedhandles with locking

1 No each

1 No each

1 No each

1 No each

1 No each

1 No each

1 No each

1 No each

1 No each

1 No each

1 Kg (One Kilogram)

S. No.

1

QUANTITY

2

DESCRIPTIONOF WORK

3

TNBPNo.4


5


6

AMOUNT

7

arrangements, peg stays andincluding cost for one coat ofred oxide primer etc.,complete and as directed bythe departmental officers(windows should be weighedexcluding aluminium beedingand glass panel. Thestandard models of windowwith grill design drawings areenclosed in the annexure.However the windows grilland design should be gotapproved by the ExecutiveEngineer before use).

25. Supplying of mild steel holdfasts horizontally twisted ofsize 230x40x4mm with pair ofsuitable iron screws.

26. Flooring with a bed of CC1:5:10 (one of cement, fiveof sand and ten of stone jelly)using 40mm size brokenstone jelly and top left roughto receive the floor finish withrequired slopes includingramming, curing etc.,all complete complyingwith relevant standardspecifications.

27.1 Brick work in cm 1:4 (one ofcement and four of sand)using chamber burnt bricks9 ” x 4 - 3 / 8 ” x 2 - 3 / 4 ”(23x11.2x7cm) for stair casesteps including propersetting, scaffolding, curingetc., complete in all respectsin all floors.

27.2 Brick work in cm 1:4 (one ofcement and four of sand)using chamber burnt bricks9”x4-1/2”x3” (23x11.4x7.5cm)for stair case steps includingproper setting , scaffolding,curing etc., complete in allrespects in all floors.

27.3 Brick work in cm 1:4 (one ofcement and four of sand)using chamber burnt bricks9�x4¼�x2¾� (23x11x7cm) forstair case steps includingproper setting , scaffolding,curing etc., complete in allrespects in all floors.

27.4 Brick work in cm 1:4 (one ofcement and four of sand)using chamber burnt bricks8 ¾�x4¼�x2¾� (22x11x7cm)for stair case steps includingproper setting, scaffolding,curing etc., complete in allrespects in all floors.

86

28 &39-H

31 &31-C

31 &31-C

31 &31-C

31 &31-C

1 No each






S. No.

1

QUANTITY

2

DESCRIPTIONOF WORK

3

TNBPNo.4


5


6

AMOUNT

7

27.5 Brick work in cm 1:4 (one ofcement and four of sand)using kiln burnt country bricks8¾�x4¼�x2¾� (22x11x7cm)for stair case steps includingproper setting, scaffolding,curing etc., complete in allrespects in all floors.

27.6 Brick work in cm 1:4 (one ofcement and four of sand)using kiln burnt country bricks8¾�x4¼�x2¼� (22x11x5.7cm)for stair case steps includingproper setting, scaffolding,curing etc., complete in allrespects in all floors.

28. Plastering the top offlooring in cm 1:4 (One ofcement and four of sand)20mm thick including surfacerendered smooth includingproviding proper slopes,thread lining, curing and150mm wide skirting alroundwith the same cement mortaretc., complete in all respects.

29.1. Providing Hydraulic pressedcement Mosaic Tiles(Grey colour) of size20cmx20cmx20mm gradedchips other than salemmagnestie of not more than6mm of best Indian Marblechips in cement mortar 1:3(oneof cement and three ofsand) 20mm thick andpointed with coloured cementneatly including polishing etc.,complete

29.2. Providing Hydraulic pressedcement Mosaic Tiles (Greycolour ) of size 25cm x 25cmx20mm graded chips otherthan salem magnesite of notmore than 6 mm of bestIndian marble chips in cementmortar 1:3 (One of cementand three of sand) 20mmthick and pointed withcoloured cement neatlyincluding polishing etc.,complete.

29.3. Supplying and fixing of colourCeramic Tiles over cementplaster 1:2 (One of cementand two of sand ) 10mm thickincluding fixing in position,cutting the tiles to the requiredsize, wherever necessarypointing the joints withcoloured cement, curing,finishing etc., in all complete.

31 &31-C

31 &31-C

56, 5731-C

44-1

44-1

44-1







S. No.

1

QUANTITY

2

DESCRIPTIONOF WORK

3

TNBPNo.4


5


6

AMOUNT

7

29.4 Supplying and fixing of FloorCeramic Tiles (Bestapproved quality and thesame shall be got approvedfrom the Executive Engineerbefore using) over cementmortor 1:3 (One of cementand three of sand) 20mmthick including fixing inposition, cutting the tiles to therequired size wherevernecessary pointing the jointswith white cement, curing,finishing etc., all completeand as directed by thedepartmental officers.

29.5 Supplying and fixing of Colourglazed tiles (Best approvedquality and the same shall begot approved from theExecutive Engineer beforeusing) over cement plasteringin CM 1:2 (One of cementand two of sand) 10mm thickincluding fixing in position,cutting the tiles to the requiredsize wherever necessary,pointing the joints withcoloured cement, curing,finishing etc., all completeand as directed by thedepartmental officers.

30 Finishing the top of flooringwith cement concrete 1:3(One of cement and three ofblue granite chips of size10mm and below) 20 mmthick Ellis Pattern Flooring(No Sand) and surfacerendered smooth including150mm wide skirting,providing proper slopes,thread lining, curing etc..complete in all floorscomplying with relevantstandard specifications.

31 . Weathering Course withconcrete broken brick jelly20mm gauge in pure burntstone lime slaked andscreened (No Sand) overRCC Roof Slab withproportion of brick jelly to lime(fat lime) being 32: 12 1/2 byvolume well beaten withwooden beaters for giving therequired slope and thicknesscomplying with relevantstandard specification and asdirected by the departmentalofficers.

32. Finishing top of roof with onecourse of Hydraulic PressedTiles of approved superiorquality of size 23cmx23cmx20mm thick laid over

44-1

39-G

39-G

30 & 41

41, 46& 57






S. No.

1

QUANTITY

2

DESCRIPTIONOF WORK

3

TNBPNo.4


5


6

AMOUNT

7

weathering course in cm 1:3(One of cement and three ofsand) 12mm thick mixed withcrude oil at 10% by weight ofcement used and pointedneatly with the same oil mixedmortar, curing etc., as perstandard specifications. (Thequality of tiles shall be gotapproved from the EE beforeuse)

33. Plastering with cm 1:5 (Oneof cement and five of sand)12mm thick finished with neatcement including providingband cornice, ceiling cornice,curing, scaffolding, etc.,complete in all respects andcomplying with relevantstandard specifications.

34. Plastering with CM 1:4 (oneof cement and four of sand)12mm thick finished with neatcement including providingband cornice, ceiling cornice,curing, scaffolding etc....complete in all respects andcomplying with standardspecifications.

35. Special ceiling plastering incement mortar 1:3 (One ofcement and three of sand)10mm thick for bottom of roof,stair, waist, landing andsunshades in all floorsfinished with neat cementincluding hacking the areas,providing band cornice,scaffolding, curing etc.,complete

36. Plastering in cm 1:5 (One ofcement and five of sand)12mm thick for border finishin all floors for elevationpurposes, includingscaffolding, curing , finishingetc., all complete.

a) 150mm wide border

b) 75mm wide border

37.1. White washing three coatsusing clean shell lime slakedincluding cost of lime, gum,blue, brushes, includingscaffolding etc., complete inall respects.

37.2. White washing three coatsusing clean shell limeunslaked including cost oflime, gum, blue, brushes,including scaffolding etc.,complete in all respects.

56 & 57

56 & 57

56 & 57

56 & 57

63

63




1 Rmt (One Running Metre)




S. No.

1

QUANTITY

2

DESCRIPTIONOF WORK

3

TNBPNo.4


5


6

AMOUNT

7

37.3. Colour washing two coatsover one coat of whitewashing, using clean shelllime slaked including cost oflime, gum , blue, brushes,colouring materials, includingscaffolding etc., complete inall respects.

37.4. Colour washing two coatsover one coat of whitewashing, using clean shelllime unslaked including costof lime, gum , blue, brushes,colouring materials, includingscaffolding etc., complete inall respects.

38.1 Painting the new walls withtwo coats of approved bestCement paint in addition toone coat of approved primercement paint over cementplastered wall surfaces andceiling including cost ofcement paints, putty,brushes, watering, curing,etc., all complete as directedby the departmental officers(paints and its shade shall begot approved from theExecutive Engineer beforeusing)

38.2 Painting the new walls withtwo coats of matt - paint(weather coat) of approvedbrand over cement plasteredwall surfaces including cost ofpaints, putty, brushes,watering, curing, etc., allcomplete as directed by thedepartmental officers (paintsand its shade shall be gotapproved from the ExecutiveEngineer before use)

39. Supplying and fixing MildSteel grills as per the designapproved to verandahenclosure or gate includingone coat of primer and labourfor fixing in position etc. allcomplete

40. Painting the new woodwork with two coats ofapproved first class syntheticenamel ready mixed paint inaddition to one coat of primerof approved quality andshade, the paint should besupplied by the contractor athis own cost (The quality andthe shade of paint should begot approved by theExecutive Engineer beforeuse) complying with relevantstandard specifications.

64

65-A

65-A

66&66A





1 Kg. (One Kilogram)


S. No.

1

QUANTITY

2

DESCRIPTIONOF WORK

3

TNBPNo.4


5


6

AMOUNT

7

41. Painting the new Iron workand other similar works suchare PVC /ASTM Pipes, KerbStone and grills with twocoats of approved first classsynthetic enamel readymixed paint of approvedquality and brand, the paintshould be supplied by thecontractor at his own cost.(The quality and the brand ofpaint should be got approvedby the Executive Engineerbefore use) complyingwith relevant standardspecifications.

42. Supplying, fabricating andplacing in position of Mildsteel Grills / Ribbed TorSteels for reinforcement forall floors including cost ofbinding wire, bending tyingand applying one coat ofcement slurry etc., allcomplete in all respects.

43. Supplying, fabricating andplacing in position of Mildsteel Grills / Ribbed TorSteels for reinforcement forall floors including cost ofbinding wire, bending, tyingetc., all complete and asdirected by the departmentalofficers.

44.1 Supplying and fixing of110mm dia PVC SWR pipefor Rain water down fallpipe with necessary gratings,shoes, bends, off sets,clamps, teak woods plugs,and of approved quality andincluding fixing C.I. gratingsat the junction of parapetand floor or roof slabetc., including finishingetc., complete complyingwith relevant standardspecifications.

44.2 Providing Rain waterharvesting pit by augering300mm dia dia bore pits to adepth of 5.50m overall depthand filling with brick jelly of40mm size including earthwork excavation 1m dia,600mm depth and filling withfilling sand to a depth of300mm filling sand over thebrick jelly and covered withPre-cast RCC Perforated slabof 40mm thick excluding thecost and fabircation ofreinforcement grills butincluding precasting,moulding, curing, finishingand fixing in position etc andall complete as directed bythe departmental officer.

66 &66-A

30 & 86

30 & 86

107 &119


1MT (One MetricTonne)

1MT (One MetricTonne)

1 Rmt (One RunningMetre)

1 No each

S. No.

1

QUANTITY

2

DESCRIPTIONOF WORK

3

TNBPNo.4


5


6

AMOUNT

7

45. Stucco Plastering 12mmthick using hard brokenstone chips of size 10mm andbelow using 86.50 kgs ofcement and 0.15 m3 bluemetal chips for every 10m2area over the existingplastered surface includingcuring etc., completecomplying with relevantstandard specifications andas directed by thedepartmental officers.

46. Supplying and fixing of20mm dia aluminiumhanger rods to the requiredlength with aluminium endbrackets including cost ofscrews, TW plugs and labourcharges for fixing in postionetc. complete in all respectsand directed by thedepartmental officers.

47. Supplying and fixing ofaluminium towel rails of75cm long, including cost ofscrews, TW plugs and labourcharges for fixing in positionetc. complete in all respectsand directed by thedepartmental officers.

48. Supplying and fixing ofaluminium plate with fivepins for coat stand includingcost of plugs, nails, screws,and labour for fixing inposition etc, in all complete.

49. Providing and fixing ironchromium plated 8 gaugePicture hooks includingfixing in position etc., in allcomplete in all respects andas directed by thedepartmental officers.

50.1 Supplying and fixing ofPrecast slab 50mm thickmade in CC 1:3:6 (One ofcement, three of sand and sixof hard broken stone jelly)using 20mm size hard brokenstone jelly including the costof slab, moulding, laying,curing, transportation,pointing for approach slaband other similar works asdirected by the departmentalofficers.

50.2 Supplying and fixing ofprecast kerb stone of size450x300x150mm made inCC 1:3:6 (One of cement,three of sand and six of hardbroken stone jelly) using20mm size hard broken stonejelly including the cost of Kerb

56 & 57



1 No each

1 No each

1 No each



S. No.

1

QUANTITY

2

DESCRIPTIONOF WORK

3

TNBPNo.4


5


6

AMOUNT

7

stone moulding, laying,curing, transporting, pointingand as directed by thedepartmental officers.

50.3 Supply and planting ofavenue trees including earthwork excavation for pit of size60x60x60cm filled withmanure for 20cm depth andfilling with river sand and redearth mix in the ratio of 1:1for 40cm depth in the samepit and planting the avenuetrees of approved varities toa height of 200cm from theground level and maintainingthem for the period of 6 monthincluding watering, periodicalmanuring and replacing theavenue trees if dead etc allcomplete and as directed bythe departmental officer.(Tree sappling shall be gotapproved from EE beforeplanting).

50.4 Supplying and fixing oftriangular shape chickenmesh TREE GUARD using8cm dia casurina vertical postand middle tie using countrywood reaper of size50x25mm and 25 gaugechicken mesh includinglabour charge for fixing thetriangular tree guard and asdirected by the departmentalofficers

50.5 Supplying Fabrication andErection in position of M.S.scheme name and layoutboard with 50x50x6mm M.S.angle for vertical post andsupport posts with 2.5 mmthick M.S. sheet for a size at1.80x1.20m with 40x40x6mmM.S. angle around the boardand 50x6mm flat stiffeners onboth directions including costof welding charges, paintingcharges and drawing thelayout and lettering thescheme details as directed bythe departmental officersincluding earth workexcavation for 4 nos of pits,PCC 1:5:10 (One of cement,five of sand and ten of HBstone jelly) for pits. 0.45 x0.45 x 0.60m below Groundlevel and P.C.C 1:2:4 (one ofcement, two of sand and fourof 20mm HB Stone Jelly) at0.30 x 0.30 x 0.30m aboveGround level for erection,conveyance charges etc., allcomplete and as directed bythe departmental officers(Refer T.D. 14/94)

1 No each

1 No each

1 No each

S. No.

1

QUANTITY

2

DESCRIPTIONOF WORK

3

TNBPNo.4


5


6

AMOUNT

7

WATER SUPPLY ANDARRANGEMENTS:

51. Supply and errection ofRotational MouldedPolyethylene water storagetanks (HDPE Cylindericalvertical type) for outdoor usehaving capacity of 700 litres(excluding free board) ofapproved brand (superiorvariety) with ISI Mark(marked with tank itself) withtop lid with provisions oflocking including necessaryspecials and fittings forstoring potable water andmanufactured with materialwhich do not import any taste/ odour / any toxic effect andnot to contaminate etc withcarbon block content anddispersion in accordance withrelevant I.S. specification andas directed by thedepartmental officers etc.complete. (The tank shouldbe got approved from the E.E.before use)

52. Supplying, laying, fixing andjointing the following PVCpipes as per ASTM D - 1785of schedule 40 of wallthickness not less than thespecified in IS 4985 suitablefor plumbing by threading ofwall thickness including thecost of suitable PVC/GIspecials /GM specials likeElbow, Tee reducers, Plug ,union, bend, coupler, ripple/GM gate valve, check andwheel valve etc., whereverrequired above the groundlevel including the cost ofteflon tape, special clamps,nails, etc., fixing on wall tothe proper gradiant andalignment and redoing thechipped of masonry etc., asdirected by the departmentalofficers.

a) 32mm ASTM-D schedule40 threaded Pvc pipe withnecessary PVC/GI specials

b) 25mm ASTM-D schedule40 threaded Pvc pipe withnecessary PVC/GI specials

c) 20mm ASTM-D schedule40 threaded Pvc pipe withnecessary PVC/GI specials

1 No each




S. No.

1

QUANTITY

2

DESCRIPTIONOF WORK

3

TNBPNo.4


5


6

AMOUNT

7

53.1 Supplying and fixing ofporcelain wash basinsuperior variety of size22”x16” (550x400mm)including cost and fixing of CIbrackets, pvc waste pipe, cptap, wheel valve, pvc,connection, cp waste plug,with aluminium chain etc.,complete in all respects(washbasin shall be gotapproved by the ExecutiveEngineer before fixing)

53.2 Supplying and fixing of C.I.manhole cover with lockingarrangements of approvedquality and brand of size0.45x0.45 metre (20 Kg)including cost of materiallabour charges for fixing etc.,all complete and as directedby the departmental officers.

53.3 Supplying and fixing of C.I.steps of approved qualityand brand (not less than 5kgeach) including cost ofmaterial labour charges forfixing etc., all complete and asdirected by the departmentalofficers.

54. Supplying and fixing of brassscrew down tap 15mm diaheavy with 430 grams weightwith ISI mark.

55.1. Supplying and fixing ofapproved brand Porcelainsquat urinal superior varietyin Cm 1:1 (One of cementand one of sand) includingcost of squat urinal with footrests etc. all complete asdirected by the departmentalofficers (The quality andbrand shall got approvedfrom the Executive Engineerbefore use)

55.2. Supplying and fixing ofapproved brand PorcelainFlat Back urinal superiorvariety including cost of Urinallead pipe, waste pipe, 15mmwheel valve, TW plug andlobour for fixing etc., allcomplete as directed by thedepartmental officers(Thebrand and quality shallgot approved from theExecutive Engineer beforeuse)

1 No each

1 No each

1 No each

1 No each

1 No each

1 No each

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2

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SANITARYARRANGEMENTS :

56.1. Supplying and fixing ofOrissa Pan (20”) superiorvariety 500mm of approvedmake (to be got approvedfrom EE before use) with P orS trap, including concretepacking filling portion withearth, flooring the area with75mm thick brick jellyconcrete in CC 1:8:16 (one ofcement, eight of sand andsixteen of brick jelly) using40mm size brick jelly and topleft rough to receive the floorplastering but including anti-syphonage connection curingetc. all complete and asdirected by the departmentalofficer in Ground floor.

56.2 Supplying and fixing of OrissaPan (20”) superior variety500mm of approved make(to be got approved from EEbefore use) with P or S trap,including concrete filling thesunk portion with brick jellylime concrete proportion ofbrick jelly to lime being32:121/2 by volume (32 cft of20mm gauge brick jelly and12 1/2 cft of slaked lime) (Nosand) and top 75mm thickbrick jelly concrete in CC1:8:16 (one of cement, eightof sand and sixteen of brokenbrick jelly) using 40mm sizebrick jelly including plasteringthe sides of sunk portion inCm 1:3 (one of cement andthree of sand) 12mm thickmixed with water proofingcompound at 2Kg / m2 andtop left rough to receive thefloor plastering but includingantisyphonage connectionincluding one coat of bitumenfor the sides bottom andcuring etc., complete in allfloors (Other than groundfloor)

57. Supplying and fixing EWCsuperior variety 500mmincluding cost and fixing ofdouble flapped colouredplastic sheet cover Pvcflushing cistern in appropriatelevel as directed by thedepartmental officers at amaximum level of 5’6” and ofapproved brand of 10 litrescapacity including fittingssuch as CI brackets. Pvcconnection Gm wheel valve,

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Hex nipple, etc., complete(EWC and plastic cover shallbe got approved from theExecutive Engineer beforefixing)

58.1 Supplying and fixing thefollowing dia PVC (SWR) pipeand relevant specialsincluding packing the jointswith rubber lubricant fixingthem into walls withnecessary wooden plugscrews, holding wherevernecessary and making goodof the dismantled portion withnecessary connections tosanitary fittings etc., completein all respects as directed bythe departmental officers.

a) 110mm dia PVC SWR pipeincluding all required PVCspecials etc., all complete.,

b) 75mm dia PVC SWR pipeincluding all required PVCspecials etc., all complete.,

58.2 Supplying and fixing thefollowing dia PVC(SWR) pipewith PVC cowl and relevantspecials including packing thejoints with rubbers lubricantfixing them into walls or overthe septic tank with necessarywooden plug screws, holdingwherever necessary andmaking good of thedismantled portion withnecessary connections tosanitary fittings etc., completein all respects as directed bythe departmental officers.a) 110mm dia PVCSWR pipe of 3metre withrequired PVC cowl PVCspecials etc., all complete.

59.1 Supplying and fixing 150mmx 100mm size stone wareGully trap with iron gratingsover a bed of 150mm thickbrick jelly concrete in CC1:8:16 (one of cement, eightof sand and sixteen of brokenbrick jelly) using 40mm sizebrick jelly and brick masonrywall 112 mm thick usingchamber burnt bricks of size9 ” x 4 - 3 / 8 ” x 2 - 3 / 4 ”(23x11.2x7cm) in cm 1:5(One of cement and five andsand ) plastered with CM 1:3(One of cement and three ofsand) 12mm thick etc.,complete and as directed bythe departmental officers.

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59.2 Supplying and fixing 150mmx 100mm size STONE WAREGULLY TRAP with irongratings over a bed of 150mmthick brick jelly concrete in CC1:8:16 (one of cement, eightof sand and sixteen of brokenbrick jelly) using 40mm sizebrick jelly and brick masonrywall 114 mm thick usingchamber burnt bricks of size9”x4-1/2”x3” (23x11.4x7.5cm)in cm 1:5 (One of cement andfive of sand ) plastered withCM 1:3 (One of cement andthree of sand) 12mm thicketc., complete and asdirected by the departmentalofficers.

59.3 Supplying and fixing 150mmx 100mm size stone wareGully trap with iron gratingsover a bed of 150mm thickbrick jelly concrete in CC1:8:16 (one of cement, eightof sand and sixteen of brokenbrick jelly) using 40mm sizebrick jelly and brick masonrywall 110 mm thick usingchamber burnt bricks of size9�x4¼�x2¾� (23x11x7cm) incm 1:5 (One of cement andfive of sand) plastered withCM 1:3 (One of cement andthree of sand) 12mm thicketc., complete and asdirected by the departmentalofficers.

59.4 Supplying and fixing 150mmx 100mm size stone wareGully trap with iron gratingsover a bed of 150mm thickbrick jelly concrete in CC1:8:16 (one of cement, eightof sand and sixteen of brokenbrick jelly) using 40mm sizebrick jelly and brick masonrywall 110 mm thick usingchamber burnt bricks of size8 3 / 4 ” x 4 - 1 / 4 ” x 2 - 3 / 4 ”(22x11x7cm) in cm 1:5 (Oneof cement and five of sand)plastered with CM 1:3 (Oneof cement and three of sand)12mm thick etc., completeand as directed by thedepartmental officers.

59.5 Supplying and fixing 150mmx 100mm size stone wareGully trap with iron gratingsover a bed of 150mm thickbrick jelly concrete in CC1:8:16 (one of cement, eightof sand and sixteen of brokenbrick jelly) using 40mm size

1 No each

1 No each

1 No each

1 No each

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brick jelly and brick masonrywall 110 mm thick using kilnburnt country bricks of size8¾�x4¼�x2¾� (22x11x7cm) incm 1:5 (One of cement andfive of sand ) plastered withCM 1:3 (One of cement andthree of sand) 12mm thick etc.,complete and as directed bythe departmental officers.

59.6 Supplying and fixing 150mm x100mm size stone wareGully trap with iron gratingsover a bed of 150mm thickbrick jelly concrete in CC1:8:16 (one of cement, eightof sand and sixteen of brokenbrick jelly) using 40mm sizebrick jelly and brick masonrywall 110 mm thick using kilnburnt country bricks of size8¾�x4¼�x2¼� (22x11x5.7cm)in cm 1:5 (One of cement andfive of sand ) plastered withCM 1:3 (One of cement andthree of sand) 12mm thick etc.,complete and as directed bythe departmental officers.

60. Supplying and fixing of PVCNahani Trap 75mm (Superiorvariety) having minimum ofwater seal of 50mm confirm torelevant I.S. specifications withits latest amendmentsincluding resting on the bed ofbrick jelly concrete 1:5:10(One of cement, five of sandof ten of 40 mm gauge brickjelly) etc., complete as directedby the departmental officers(The PVC Nahani Trap shouldbe got approved from the EEbefore use)

61.1. Supplying and laying andjointing the following dia stoneware pipes (glazed) withspigot and sockets ends in dryconditions and tested withwater, including necessaryearth work excavation fortrenches and refilling thesame, well rammed andconsolidated after the pipesare jointed with cement mortar1:1 and tarred yarn laid toproper gradient to thealignment as directed by thedepartmental officers (SWpipes should be got approvedby the Executive Engineerbefore laying)

1 No each

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a) 100mm dia SW pipe

b) 150mm dia SW pipe

61.2 Supplying and laying andloose jointing the followingdia stone ware pipes(glazed) with spigot andsockets ends in dry conditionsand tested with water, afterthe pipes are laid to propergradient to the alignment etc.,complete and as directed bythe departmental offices.

a. 100 mm dia S.W. pipe

b. 150 mm dia S.W. pipe

62. 1 Supplying and fixing of thefollowing the stone warebend and jointing withcement and tarred yarn laidto proper gradient includingearth work excavation,refilling trenches, concreting,curing and testing the jointetc., complete.

a) 100mm dia SW bend

b) 150 mm dia S.W. Bend

62.2 Supplying and fixing of thefollowing stone ware Teeand jointing with cement andtarred yarn laid to propergradient including earth workexcavation, refilling trenches,concreting, curing and testingthe joint etc., complete.

a. 100 mm dia S.W. Tee

b. 150 mm dia S.W. Tee

63. Supplying 32mm dia PVCwaste pipe and cp couplingsof best approved quality tothe sink already fixedincluding the cost of allmaterials, labour of fixing etc.,complete.

Electrial Arrangements:

64. Wiring with 1.5 sqmm copperPVC insulated unsheathedsingle core 1.1 K.v. gradecable with continuous earthby means of 1.5 sqmmcopper insulated unsheathedsingle core 1.1 k.v.gradecable in fully concealed PVCrigid conduit pipe heavy duty





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with ISI with suitable size MSbox of 16 g thick concealedand covered with 3mm thicklaminated hylem sheetcontrolled by 5 amps flushtype switch including circuitmains cost of all materialsspecials etc., all complete.

a) Light point with ceiling rose

b) Light point with bakelitepattern type holder

c) Point wiring for calling bell/buzzor with push type switch

65. Wiring with 1.5 sqmm copperP.V.C. insulated unshealthedsingle core 1.1.k.v. gradecable with continuous earthby means of 1.5 sqmmcopper PVC insulatedunsheathed single core1.1.k.v. grade cable in fullyconcealed PVC rigid conduitpipe heavy duty with ISI markwith suitable size MS box of16g thick concealed andcovered with 3mm thicklaminated hylem sheet forFan point controlled by 5amps flush type switchincluding circuit mains cost ofall materials, specials, etc., allcomplete

66. Wiring with 1.5 sqmm copperP.V.C. insulated unsheathedsingle core 1.1.k.v. gradecable with continuous earthby means of 1.5 sqmmcopper PVC insulatedunsheathed single core1.1.k.v. grade cable in fullyconcealed PVC rigid conduitpipe heavy duty with ISI markwith suitable size MS Box of16g thick concealed andcovered with 3mm thicklaminated hylem sheet forStaircase light pointcontrolled by 5 amps flushtype two way switch includingcircuit mains cost of allmaterials, specials, etc., allcomplete

67. Wiring with 1.5 sqmm copperP.V.C. insulated unsheathedsingle core 1.1.k.v. gradecable with continuous earthby means of 1.5 sqmmcopper PVC insulatedunsheathed single core1.1.k.v. grade cable in fullyconcealed PVC rigid conduitpipe heavy duty with ISI markwith suitable size MS box of16g thick concealed and

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covered with 3mm thicklaminated hylem sheet for 5amps 5 pin plug socket pointat Switch Board Itselfincluding circuit mains cost ofall materials, specials, etc., allcomplete

68. Wiring with 1.5 sqmm copperP.V.C. insulated unsheathedsingle core 1.1.k.v. gradecable with continuous earthby means of 1.5 sqmmcopper PVC insulatedunsheathed single core1.1.k.v. grade cable in fullyconcealed PVC rigid conduitpipe heavy duty with ISI markwith suitable size MS box of16g thick concealed andcovered with 3mm thicklaminated hylem sheet for 5amps. 5 pin plug socketpoint at convenient placesincluding circuit mains cost ofall materials, specials, etc., allcomplete

69 Supplying and fixing 15amps3 pin plug type socket on asuitable MS box 16g thickconcealed and covered with3 mm thick laminated hylemsheet inclusive of allconnections and cost of allmaterials.

70.1 Supplying and fixing of watertight Bulk head fittings withguard, suitable for 60/100watts including necessary -connections, cost of materialsetc., all complete.

70.2 Supplying, assembling andfixing of fluorescent tubularlamp of 40watts, 4 feet longwith fittings with copper chokeand starter with necessarybulb and socket arrangementon teakwood round block of75mm dia 40mm deepsuspended from ceiling (or)mounted on walls etc.(Entirefitting shall be got approvedfrom the EE before use.)

70.3 Supplying & fixing of 40/60watts bulbs suitable for fixingit to pendent / bakelite batternholder of best approvedvariety and as directed by thedepartmental officers.

70.4 Supplying and fixing ofplastic shade of bestapproved make and quality toreflect the light and alsomatch to the wall colour etc.,

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all complete and as directedby the departmental officers.(The quality of Plastic shadeshould be got approved fromthe Executive Engineerbefore use.)

71. Supplying and fixing of 16amps double pole mainswitch with fuse and neutrallink on a suitable wellvarnished teak wood boardincluding necessaryinterconnections and earthconnections, cost of allmaterials etc., all complete

72. Supplying and fixing 1 noconsumer unit flushmounting type comprising of1 no of 32. A double polemainswitch for incomingcontrol and 2 nos of 16A/wayout going fuse unit withneutral link fully enclosed insheet enclosure fullyconcealed in wall withnecessary inter connections,and earth connections, costof all materials, etc., allcomplete.

73.1. Supplying and fixing of 1 nothree phase distributionboard with 6 way per phase30A / per way with neutral linkon suitable well varnishedteakwood plank includingnecessary inter connectionsand earth connections cost ofall materials etc., allcomplete.

73.2. Supplying and fixing of 1 nothree phase distributionboard with 4 way per phase30A / per way with neutral linkon suitable well varnishedteakwood plank includingnecessary inter connectionsand earth connections cost ofall materials etc., allcomplete.

74. Charges for assembling andfixing of ceiling fan ofdifferent sweep withnecessary connections andfixing of fan regulator on theexisting board etc., allcomplete (Excluding cost offan)

75. Supply and delivery offollowing Electric Ceiling fanwith blades and double ballbearing, capacitor, typecomplete with 300 mm downrods canopies, capacitor,

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shackle blades with speedregulator (resistance typesuitable) for operator on 230volts 50 HTZ single phase ACsupply confirming to ISS No.374/79 and provided withinsulation. (The brand shouldbe got approved from theExecutive Engineer beforesupply made)

a) 48” Electric fan 1200mmsweep

b) 42” Electric fan 1050mmsweep

76. Supplying and laying of8SWG GI wire on wall belowground levels with necessary‘U’ Nails, earth workexcavation and refilling etc...including cost of all materialsetc.. all complete.

77. Run of main with 2 wires of1.5 sq.mm. copper PVCinsulated unsheathed singlecore 1.1 kv grade cable withcontinuous earth by means of1.5 sqm copper PVCinsulated unsheathed singlecore 1.1. k.v. grade cable infully concealed 19mm/20mm dia rigid PVC conduitpipe heavy duty with ISI markcost of all materials specialsetc., all complete.

78. Providing Earthing stationusing piple electrode as perIS 3043 using 2.5m of 40mmand 1.0 m of 20mm B-classGI pipe including earth workexcavation, brick work incement mortar and plasteringand cost of funnel. GI nuts,bolts, washers, check nuts.GI bend reduce and couplingC.I. cover of 30x30cm andincluding charcoal of 40 kgsand salt 10 kg etc., allcomplete.

79.1 Supplying and fixing 1 no of30 amps 500 volts gradeporcelain fuse unit onsuitable teakwood plankvarnished to be fixed on thetop of pole/EB street pole withnecessary clamps includingcost of all materials etc., allcomplete.

79.2 Supplying and fixing 3 no of30 amps 500 volts gradeporcelain fuse unit onsuitable teakwood plankvarnished to be fixed on thetop of pole/EB street pole with

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necessary clamps includingcost of all materials etc., allcomplete.

80. Supplying and fixing of 1 noof 375x300x20mm thick TWplank varnished with 1 no of25 amps 250 volts fuse unitand 1 no copper earth plateof suitable size bolts and nutson wall for EB serviceconnections including cost ofall materials etc., all complete(Single phase serviceconnection)

81. Supplying and fixing bestcountry wood metercupboard with shuttersdouble leaves with230mmx25mm size CWplanks for alround sides 62.5mm x31.25mm styles andrails for shutters and 75mm x25mm weld mesh of 6 and 10gauge for panels includinglabour charges for fixing inposition of shutters and costof ‘L’ clamps. 6 nos of size150x150mm size with25mmx4mm Ms flats, 1nos of6” x 1/2” aluminium aldropwith bolts and nuts. 6 nos of3” size I.O. butt hinges withscrews 2 nos of 2” size I.O.hooks, eyes, TW plugs,screws etc. complete asdirected by the Departmentalofficers and as per drawings.

82. Supplying and delivery ofsingle Fluorescent Tubularlamp Street light fittingscomplete with heavy gaugealuminium sheet fabricatedcanoply treated primered andpainted with stove enameledCRCA sheet steel contractgear cum reflector tray dulyfinished glossy white foroptimum reflection with clearribbed acrylic bowl fixed toaluminium frame with gasketlining secured to canophy bymeans of hinges on one sideand fogglecatches in theother side for effectiveprojection against dust andwater entry all prewired uptoterminal block complete withall accessories such ascopper wire,Tube lights 40watts, 4 feet long, woundballast capacitor, starter etc.,Complete with side entrymounting conforming to IS10322 / and including labourcharges for fixing street lightfittings in the EB pole/ wall

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with GI pipe 20mm dia 2mlength and accessories etc.,with 15 amps 500v fuse uniton a TW plank150x100x20mm thick etc.,complete as directed by thedepartmental officers. (Thequality of the entire fittingshould be got approved fromthe EE before use.)

83. Supply of MS angle 40 x 40x 6mm for EB serviceconnection (Single phase) tosupport the GI Pipe and fixingthe GI stay wire for serviceconnection wires.

84. Run of the 2 wires of4sqmm copper PVCinsulated single core cablewith one run of 7/20GI staywire suspended withporecelin reel insulators at1.0m centre to centre forsupport of phase and neutralcable from top of street poleto the house / flats includingall materials etc... allcomplete for EB serviceconnections including labourcharges for fixing GI wire andMS angles (For EB Serviceconnection single phase)

85. Supply of GI pipe of 25mmdia ‘B’ class for EB Serviceconnection (single phase) forpassing through from top ofhouse of the EB Board.

86. Providing pre-constructionalAntitermite treatmentincluding cost of chemicalslabour as per standardspecifications for preparingthe area for treatment byspraying chemicals and otherincidental charges etc..complete. The rates shouldbe got for curing antitermitetreatment from the plinthbeam and brick masonry withsuper structure in contact withthe backfile earth and at thejunction on the walls. The topsurface of filled earth forflooring and the soil alongwith the perimeter of thebuilding by making holes withthe crow bar and poured 5%termicide. “Chloripyrifos” andspraying and the sametermicide solution on thewooden frames and treatingthe other periphery ofbuildings etc., complete in allrespects as per IS 6313 (partII)/ 1981 and as directed bythe departmental officers.





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87. Supplying and fixing 40ampsEarth leakage CircuitBreaker/Residual CurrentCircuit Breaker (ELCB/RCCB) 30 milli ampssensitive 6KA breakingcapacity with ISI markedsingle phase unit (IS 12640)for incoming. 2 Nos. 6 ampssingle pole ‘B’ seriesminiature circuit breaker foroutgoing lighting 1 No 16amps single pole miniaturecircuit ‘C’ series breakerISImarked (IS 8828) forpower plugs outgoing insuitable breaking capacity ofMCB should have 9 KA (MCBand ELCB/RCCB should beof same manufacture). TheELCB and MCB will be fixedon the 18 Gauge thick MSBox of size 12�x15�x2½� allconcealed in wall andcovered with 3 mm thicklaminated hylem sheet withbrass screws and all interconnections etc., complete.

1 No each

TOTAL Rs.

(Rupees .............................................................................................................................................................

.......................................................................................................................................................................... )

BOOKLET : 2

Contain Pages : 49 (Forty Nine only)

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