WBZP-BHM-N-93-01

BIDDER INFORMATION FORM v3 BIRBHUM ZILLA PARISHAD

1 Name of the Bidder

2 Bid submitted for (NIT No)

5 BIDDERS DETAILS

(a) Address for communication

(b) Contact No. (Mobile)

(C) e-mail Address

(d) Professional tax registration No.

(e) Professional Tax Clear Upto

(f) GST Registration No.

(g) GST return submitted upto

(i) Income tax return submitted Upto

(j) Trade License (Last valid)

(a) Name of drawee bank

(b) e Proc Ref No.

(d) NEFT/RTGS / Net banking Ref No

(f) Tender Processing fees Ref No.

(g) Tender Processing fees Date

7 Credential for similar nature of work. (To be supported with work order & completion report / Payment Certificate)

(a) Name of Work executed

(c) Name of Department where executed

(d) Amount put to tender

(e) Amount of final Bill

(f) Work order No.

(g) Date of Completion

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Tender Inviting Authority: Additional Executive Officer, Birbhum Zilla Parishad, Suri, Birbhum, 731101

Name of Work: Construction of Main Entrance Gate of Zilla Parishad Dak-Bungalow at Suri

Contract No: WBZP-BHM-N-93-01

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

1.01 Construction of Main Entrance Gate of Zilla Parishad Dak-Bungalow at Suri BI01010001010000000000000515BI0100001113 Nos Excess(+) Full Conversion INR

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Sl. No. Reference Description of items Quantity Rate Unit Amount in Rs.

1 Page No.- 1, Item No.- 1 of PWD SOR VOLUME I & 3rd Corrigenda Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.

Total = Sqm 10 Sqm

2 Page No.- 1, Item No.- 2 of PWD SOR VOLUME I Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.

F8 Wall 1 x 3.5 x 0.65 x 0.999 = Cum

C1 TO C2 1 x x 0.25 x 0.475 = Cum

C4 TO C5 1 x x 0.25 x 0.425 = Cum

Stair beamTB7 1 x 3.025 x 0.25 x 0.425 = Cum

Below C8-C9 1 x 4.125 x 0.25 x 0.375 = Cum

Total = Cum 11927 %Cum

3 Page No.- 1, Item No.- 3(a) of PWD SOR VOLUME I Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.

Total = Cum 7754 %Cum

4 Page No.- 2, Item No.- 4(B) of PWD SOR VOLUME I & 5th Corrigenda Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)

Total = Cum 57255 %Cum

5 Page No.- 47, Item No.- 3 of PWD SOR VOLUME I Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

F8 Wall 1 x 3.5 x 0.65 = Sqm

Total = Sqm 24 Sqm

6 Page No.- 47, Item No.- 3 of PWD SOR VOLUME I Pre-Constructional Anti-termite measures: (a) Anti termite treatment to bottom surface ( in case of masonry foundation and basements) and the sides (upto a height of 300 mm. from bottom) of the excavation trenches with chemical emulsion by admixing chloropyrofos emulsifiable concentrates(1% concentration) with water by weight at the rate of 5 Litres per sq. m. area. The work shall be carried out as per specification described in 6.2.1. of code IS6313 (part -II) 1981. (Mode of measurment will be the plan area of foundation treated.)

Total = Sqm 110 Sqm

Page No.- 47, Item No.- 3 of PWD SOR VOLUME I Anti termite treatment to back filling of the masonry foundation with chemical emulsion by admixing chloropyrofos emulsifiable concentrates(1% concentration) with water by weight at the rate of 7.5 Litres per sq. m. of the vertical surface of the substructure for each side of the foundation.. The work shall be carried out as per specification described in 6.2.2. of code IS-6313 (part -II) 1981. (Mode of measurment will be vertical area treated.)

F8 Wall 4 x 3.5 x 1.2 = Sqm

Total = Sqm 137 Sqm

7 Page No.- 47, Item No.- 1 of PWD SOR VOLUME I & 3rd Corrigenda 25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface). [Note: - Waterproofing as per item 9, polymer based paint as per item 8 (a) of subhead C of Section (C).

Back Side 1 x 5.825 x 0.25 = sqm

Stair 1 x 2.975 x 0.25 = sqm

Toilet Outer 1 x 2.625 x 0.25 = sqm

Front 1 x 2.625 x 0.25 = sqm

Left 1 x 1.8 x 0.25 = sqm

Right 1 x 3.35 x 0.25 = sqm

Deduction = sqm

Deduction 5 x 0.75 x 0.125 = sqm

Total = sqm 169.16 Sqm

8 Page No.- 14, Item No.- 1 of PWD SOR VOLUME I & 3rd Corrigenda Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

C5,C6,C12,C8 x 2.1 x 2.8 = Sqm

Duct 1 x 1.7 x 0.375 = Sqm

C1 TO C2 1 x x 0.25 = Sqm

C4 TO C5 1 x x 0.25 = Sqm

C5 TO C6 1 x 2.1 x 0.25 = Sqm

C12 TO C8 1 x 2.1 x 0.25 = Sqm

Stair beamTB7 1 x 3.025 x 0.25 = Sqm

Below C8-C9 1 x 4.125 x 0.25 = Sqm

C1 TO C4 1 x 3.35 x 0.25 = Sqm

C4 TO C11 1 x 2.8 x 0.25 = Sqm

C11 TO C18 1 x x 0.25 = Sqm

C5 TO C12 1 x 2.8 x 0.25 = Sqm

C2 TO C6 1 x 3.35 x 0.25 = Sqm

C6 TO C8 1 x 2.5 x 0.25 = Sqm

C8 TO C19 1 x 6.5 x 0.25 = Sqm

Total = Sqm 266 Sqm

9 Page No.- 34, Item No.- 22(I)(A)(a) of PWD SOR VOLUME I, 3rd & 6th Corrigenda Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (a) 1:3:6 proportion

F8 Wall 1 x 3.5 x 0.65 x 0.075 = Cum

Duct 1 x 1.7 x 0.375 x 0.1 = Cum

Total = Cum Cum

10 Page No.- 26, Item No.- 10(i) of PWD SOR VOLUME I, 3rd & 6th Corrigenda Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.

a) In ground floor.

F8 Wall 1 x 3.5 x 0.5 x 0.2 = Cum

C1 TO C2 1 x x 0.25 x = Cum

C2 TO C3 1 x 3.625 x 0.25 x = Cum

C3 TO C20 1 x 1.35 x 0.25 x = Cum

C4 TO C5 1 x x 0.25 x = Cum

C5 TO C6 1 x 2.1 x 0.25 x = Cum

Stair beamTB7 1 x 3.025 x 0.25 x 0.35 = Cum

Below C8-C9 1 x 4.125 x 0.25 x 0.3 = Cum

C11 TO C18 1 x x 0.25 x 0.4 = Cum

Column upto Plinth

Upto Roof Slab 2 x 0.25 x 0.25 x 2.125 = Cum

Back Side 1 x 5.825 x 0.25 x 0.15 = Cum

Stair 1 x 2.975 x 0.25 x 0.15 = Cum

Toilet Outer 1 x 2.625 x 0.25 x 0.15 = Cum

Front 1 x 2.625 x 0.25 x 0.15 = Cum

Left 1 x 1.8 x 0.25 x 0.15 = Cum

Right 1 x 3.35 x 0.25 x 0.15 = Cum

Sunshade x 0.999 x 0.35 x 0.125 = Cum

Stair 1 x 3.025 x 0.125 x 0.6 = Cum

Slab at Lintel Level 1 x 6.6 x 1.6 x 0.125 = Cum

Less x 4.175 x 0.4 x 0.125 = Cum

Roof Slab 1 x 9.75 x 6.65 x 0.125 = Cum

Less Stair 1 x 3.025 x 3.7 x 0.125 = Cum

Total = Cum Cum

b) In first floor.

Column 2 x 0.25 x 0.3 x 3.15 = Cum

Back Side 1 x 5.325 x 0.25 x 0.15 = Cum

Stair 1 x 2.975 x 0.25 x 0.15 = Cum

Toilet Outer 1 x 2.625 x 0.25 x 0.15 = Cum

Front 1 x 2.625 x 0.25 x 0.15 = Cum

Right 1 x 0.7 x 0.25 x 0.15 = Cum

Left 1 x 3.35 x 0.25 x 0.15 = Cum

B6,B9,B14 Stair 3 x 0.000 x 0.25 x 0.15 = Cum

Duct Wall 1 x 6.5 x 0.125 x 0.15 = Cum

Sunshade 1 x 2.475 x 0.45 x 0.125 = Cum

Stair 1 x 3.025 x 0.125 x 0.6 = Cum

Roof Slab 1 x 9.75 x 6.65 x 0.125 = Cum

Total = Cum Cum

b) In Second floor.

Column 1 x 0.25 x 0.3 x 0.999 = Cum

Slab 1 x 6.4 x 5.15 x 0.125 = Cum

Beam 2 x 6.4 x 0.25 x 0.15 = Cum

Stair 2 x 0.000 x 0.25 x 0.15 = Cum

Roof Treatment 1 x 9.5 x 6.525 x 0.1 = Cum

Total = Cum Cum

11 Page No.- 43, Item No.- 40 of PWD SOR VOLUME I, 6th & 10th Corrigenda Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL '@ 1.20 %of Cement concrete.

a) At Ground Floor = MT 55151.66 MT

b) At First Floor = MT 55581.66 MT

b) At Second Floor = MT 56011.66 MT

12 Page No.- 42, Item No.- 36 of PWD SOR VOLUME I Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)

(a) 25 mm to 30 mm shuttering without staging in foundation

F1 PCC 1 x 1 x 5.4 x 0.075 = Sqm

F8 Wall 1 x 1 x 0.000 x 0.075 = Sqm

F1RCC Footing 1 x 1 x 4.8 x 0.2 = Sqm

F8 Wall 1 x 1 x 8 x 0.2 = Sqm

Column upto Plinth 13 x 4 x 0.25 x 1.55 = Sqm

C1 TO C2 1 x 2 x x = Sqm

C2 TO C3 1 x 2 x 3.625 x = Sqm

C3 TO C20 1 x 2 x 1.35 x = Sqm

C4 TO C5 1 x 2 x x = Sqm

C5 TO C6 1 x 2 x 2.1 x = Sqm

Stair beamTB7 1 x 2 x 3.025 x 0.35 = Sqm

Below C8-C9 1 x 2 x 4.125 x 0.3 = Sqm

C1 TO C4 1 x 2 x 3.35 x 0.4 = Sqm

C4 TO C11 1 x 2 x 2.8 x 0.4 = Sqm

C11 TO C18 1 x 2 x x 0.4 = Sqm

C5 TO C12 1 x 2 x 2.8 x 0.4 = Sqm

C2 TO C6 1 x 2 x 3.35 x 0.4 = Sqm

C6 TO C8 1 x 2 x 2.5 x 0.4 = Sqm

C8 TO C19 1 x 2 x 6.5 x 0.4 = Sqm

Total= Sqm 205 Sqm

(b) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work At Ground Floor.

Column 2 x 4 x 0.25 x 2.125 = Sqm

Lintel Back Side 1 x 2 x 5.825 x 0.15 = Sqm

Stair 1 x 2 x 2.975 x 0.15 = Sqm

Toilet Outer 1 x 2 x 2.625 x 0.15 = Sqm

Front 1 x 2 x 2.625 x 0.15 = Sqm

Left 1 x 2 x 1.8 x 0.15 = Sqm

Right 1 x 2 x 3.35 x 0.15 = Sqm

Sunshade 1 x 1 x 0.999 x 0.35 = Sqm

Side 1 x 2 x 0.35 x 0.125 = Sqm

Stair 1 x 2 x 3.025 x 0.6 = Sqm

Beam B4 1 x 2 x 0.999 x 0.375 = Sqm

BKT1 1 x 2 x 3.8 x 0.000 = Sqm

Roof Slab 1 x 1 x 9.75 x 6.65 = Sqm

Less Stair 1 x 1 x 3.03 x 3.7 = Sqm

1 x 1 x x 0.5 = Sqm

Side 1 x 1 x 51.48 x 0.125 = Sqm

Total= Sqm 363 Sqm

(c)At First Floor.

Column 2 x 2 x 0.000 x 3.15 = Sqm

LintelBack Side 1 x 2 x 5.325 x 0.15 = Sqm

Stair 1 x 2 x 2.975 x 0.15 = Sqm

Toilet Outer 1 x 2 x 2.625 x 0.15 = Sqm

Front 1 x 2 x 2.625 x 0.15 = Sqm

Right 1 x 2 x 0.7 x 0.15 = Sqm

Left 1 x 2 x 3.35 x 0.15 = Sqm

B6,B9,B14 Stair 3 x 2 x 0.000 x 0.15 = Sqm

Duct Wall 1 x 2 x 6.5 x 0.15 = Sqm

Sunshade 1 x 1 x 2.475 x 0.45 = Sqm

Side 3 x 2 x 0.45 x 0.125 = Sqm

Stair 1 x 2 x 3.025 x 0.6 = Sqm

Roof Slab 1 x 0.0 x 9.75 x 6.65 = Sqm

Side 1 x 1 x 48.85 x 0.125 = Sqm

Total = Sqm Sqm

(c)At Second Floor.

Column 1 x 2 x 0.000 x 0.999 = Sqm

Roof 1 x 1 x 6.4 x 5.15 = Sqm

Beam 2 x 2 x 6.4 x 0.15 = Sqm

Side 1 x 1 x 23.1 x 0.125 = Sqm

Total = Sqm Sqm

13 Page No.- 15, Item No.- 8 of PWD SOR VOLUME I, 3rd & 6th Corrigenda Brick work with 1st class bricks in cement mortar (1:6)

(a) In foundation and plinth

C1 TO C2 1 x x 0.25 x 0.6 = Cum

C4 TO C5 1 x x 0.25 x 0.6 = Cum

Stair beamTB7 1 x 3.025 x 0.25 x 0.6 = Cum

Below C8-C9 1 x 4.125 x 0.25 x 0.6 = Cum

C11 TO C18 1 x x 0.25 x 0.6 = Cum

Total = Cum Cum

(b) In superstructure, ground floor

Back Side 1 x 5.825 x 0.25 x 2.375 = Cum

Stair 1 x 2.975 x 0.25 x 0.000 = Cum

Toilet Outer 1 x 2.625 x 0.25 x 2.65 = Cum

Front 1 x 2.625 x 0.25 x 2.6 = Cum

Left 1 x 1.8 x 0.25 x 2.5 = Cum

Right 1 x 3.35 x 0.25 x 2.5 = Cum

Total = Cum Cum

(c) First Floor

Back Side 1 x 5.325 x 0.25 x 2.375 = Cum

Stair 1 x 2.975 x 0.25 x 0.999 = Cum

Toilet Outer 1 x 2.625 x 0.25 x 2.65 = Cum

Front 1 x 2.625 x 0.25 x 2.6 = Cum

Right 1 x 0.7 x 0.25 x 2.5 = Cum

Left 1 x 3.35 x 0.25 x 2.5 = Cum

B6,B9,B14 Stair 3 x 0.000 x 0.25 x 2.5 = Cum

Parapet Col 8 x 0.25 x 0.25 x 1 = Cum

Total = Cum Cum

(c) Second Floor

Less 2 x 0.9 x 0.25 x 2.1 = Cum

Total = Cum Cum

14 Page No.- 16, Item No.- 16 of PWD SOR VOLUME I, 3rd & 6th Corrigenda 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. (a) Ground Floor

D3 2 x 1 x 2.1 = Sqm

Total = Sqm Sqm

(b) First Floor

Duct Wall 1 x 6.5 x 3.15 = Sqm

Deduction D3 5 x 1 x 2.1 = Sqm

Parapet 1 x 9 x 1 = Sqm

Total = Cum 596.5 Cum

(b) First Floor

Total = Cum 608.5 Cum

New Item Page No.- 17, Item No.- 21(a) of PWD SOR VOLUME I, 3rd & 6th Corrigenda 75 mm. thick brick work with 1st class bricks set in cement, sand mortar (1:4) in ground floor including H.B. netting in every alternate layers. (b) First Floor

Total = Sqm 411.31 Sqm

New Item Page No.- 45, Item No.- 8(a) of PWD SOR VOLUME I Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer's specification [Cement to be supplied by the Department]

Total = Sqm 88 Sqm

New Item Page No.- 45, Item No.- 9 of PWD SOR VOLUME I Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturer's specified rate) for concrete of various grades. 119 Kg

New Item Page No.- 304, Item No.- 1 of PWD SOR VOLUME I Supply of Cement for applying 2 coats of Non-Toxic Acrylic Polymer modified Paint having adhesive & waterproofing properties by mixing in proportion (1 liquid: 4 cementitious material) or as per manufacturer's specification for water proofing layer in water tank etc. 5717 MT

16 Page No.- 189, Item No.- 1 of PWD SOR VOLUME I, 3rd & 6th Corrigenda Plaster( to wall, floor, Ceiling etc) with sand and cement morter in/c rounding off or chamfering corners as directed and racking out joints or roughening of concrete surface including throating , nodsing and drip course where necessary

At Ground Floor

(i) With 1:6 cement mortar

a) 20 mm thick Plaster

Laboratory 1 x 2 x 5.5 x 3.025 = Sqm

I. Disease Lab 1 x 2 x 2.275 x 3.025 = Sqm

Doffing 1 x 2 x 0.000 x 3.025 = Sqm

Passage 1 x 2 x 3.625 x 3.025 = Sqm

Bio chem Lab 1 x 2 x 3.15 x 3.025 = Sqm

Passage 1 x 2 x 7.825 x 3.025 = Sqm

I Disease Sample 1 x 2 x 2.625 x 3.025 = Sqm

Passage 1 x 2 x 1.375 x 3.025 = Sqm

ICTC Testing 1 x 2 x 2.6 x 3.025 = Sqm

Sample Prep 1 x 2 x 2.6 x 3.025 = Sqm

Passage 1 x 2 x 3.2 x 3.025 = Sqm

Sample Collect 1 x 2 x 3.75 x 3.025 = Sqm

Path store 1 x 1 x 1.375 x 3.025 = Sqm

Passage 1 x 2 x 3.275 x 3.025 = Sqm

Gents & Ladies Toilet 2 x 2 x 1.25 x = Sqm

2 x 2 x 2.4 x = Sqm

2 x 2 x 0.8 x = Sqm

2 x 2 x 1.25 x = Sqm

Incubator 1 x 2 x 0.9 x 3.025 = Sqm

Deduction W8 1 x 0.33 x 0.6 x 1.2 = Sqm

Add 2% Extra= Sqm

(i) With 1:6 cement mortar

a) 20 mm thick Plaster

Epidemiologist 1 x 2 x 3.15 x 3.025 = Sqm

BMOH Room 1 x 2 x 2.7 x 3.025 = Sqm

PH Personnel 1 x 2 x 3.15 x 3.025 = Sqm

Passage 1 x 2 x 2.825 x 3.025 = Sqm

Data entry Manager 1 x 2 x 3.15 x 3.025 = Sqm

Lobby 1 x 2 x 2.1 x 3.025 = Sqm

Board Room 1 x 2 x 3.75 x 3.025 = Sqm

ICTC Counselling 1 x 2 x 2.725 x 3.025 = Sqm

Record Room 1 x 2 x 3.75 x 3.025 = Sqm

Store Room 1 x 2 x 3.75 x 3.025 = Sqm

Gents & Ladies Toilet 2 x 2 x 1.25 x = Sqm

2 x 2 x 2.4 x = Sqm

2 x 2 x 0.8 x = Sqm

2 x 2 x 1.25 x = Sqm

Stair 1 x 2 x 3.025 x 3.15 = Sqm

Deduction W4 9 x 0.33 x 0.9 x 1.2 = Sqm

Add 2% Extra= Sqm

(i) With 1:6 cement mortar

a) 20 mm thick Plaster

Mumpty Room 1 x 2 x 3.025 x 2.275 = Sqm

Deduction W4 9 x 0.33 x 0.9 x 2.1 = Sqm

Add 2% Extra= Sqm

(ii) With 1:6 cement mortar

b) 15 mm thick Plaster

1 x 1 x 6.65 x = Sqm

1 x 3 x 0.45 x = Sqm

1 x 1 x 5.15 x = Sqm

1 x 1 x 11.8 x = Sqm

1 x 4 x 0.45 x = Sqm

Deduction W8 1 x 0.33 x 0.6 x 1.2 = Sqm

Add 2% Extra= Sqm

Total= Sqm 132.54 Sqm

24 Page No.- 54, Item No.- 17 of PWD SOR VOLUME I & 3rd Corrigenda 18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer - in - charge to match with the existing work. [Slurry for bedding @ 4.4 kg/Sq.m and pointing @2.0 kg/Sq.m]

Total = Sqm 1003 Sqm

(b) First Floor

Total = Sqm 1015 Sqm

25 Page No.- 54, Item No.- 18 of PWD SOR VOLUME I Extra cost of labour for prefinished and premoulded Nosing to treads of steps, railing, window sill etc. of Kota Stone. (a) Ground Floor

Total = Mtr 224 Mtr

(b) First Floor

Total = Mtr 224 Mtr

23 Page No.- 48, Item No.- 6(ii) of PWD SOR VOLUME I, 3rd & 6th Corrigenda Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (i) 25 mm. thick (a) Ground Floor

Total = Sqm Sqm

(b) First Floor

Total = Sqm 243.62 Sqm

26 Page No.- 54, Item No.- 19 of PWD SOR VOLUME I Extra cost of labour for grinding Kota Stone Floor in treads and riser of Steps. (a) Ground Floor

Total = Sqm 209 Sqm

(b) First Floor

Total = Sqm 209 Sqm

27 Page No.- 54, Item No.- 20 of PWD SOR VOLUME I & 3rd Corrigenda Supplying, fitting and fixing 18 mm. to 22 mm. thick kota stone slab in wall, dado in 15 mm thick [avg] cement mortar (1:3) including making suitable arrangement to hold the stone properly by brass / copper hooks including pointing in cement mortar (1:2) (1 cement : 2 marble dust) with admixture of pigments matching the stone shade, including grinding and polishing all complete as per direction of Engineer-in-charge including cost of materials, labour, scaffolding, staging, curing complete. [Using cement slurry for bedding @4.4 kg/Sq.m and for jointing @1.8 kg/Sq.m] (a) Ground Floor

Total = Sqm 1142 Sqm

(b) First Floor

Total = Sqm 1154 Sqm

28 Page No.- 55, Item No.- 22(a)(ii) of PWD SOR VOLUME I & 3rd Corrigenda Supplying, fitting and fixing Marble Slab/tile of 15 to 18 mm thickness in floor, lobby, stair, landing & treads etc. over 20 mm (av.) thck base of Cement mortar (1:2) laid with white cement slurry @ 4.4 kg/Sq.m before placing marble & jointed with white cement slurry @ 2.0 kg/Sq.m with necessary pigments including grinding and Granite polishing as per direction of Engineering -in -Charge in Ground Floor. {White cement and Pigment to be supplied by the Agency] (a) With Makrana plain pink / Adranga Pink / Garbh Gulabi / Udaypur pink / Udaypur Green / Black Bhaslana Area of each Slab/tile exceeding 0.3 sq.m. but not exceeding 0.6 sq.m. (a) Ground Floor

Total = Sqm 1672 Sqm

(b) First Floor

Total = Sqm 1684 Sqm

29 Page No.- 55, Item No.- 23 of PWD SOR VOLUME I Extra cost of labour for prefinished and premoulded Nosing to treads of steps, railing, window sill etc. of Marble Stone. (a) Ground Floor

Total = Mtr 258 Mtr

(b) First Floor

Total = Mtr 258 Mtr

30 Page No.- 55, Item No.- 24 of PWD SOR VOLUME I Extra cost of labour for Marble Stone Floor in treads of Steps. (a) Ground Floor

Total = Sqm 226 Sqm

(b) First Floor

Total = Sqm 226 Sqm

31 Page No.- 56, Item No.- 25(a)(ii) of PWD SOR VOLUME I & 3rd Corrigenda Supplying, fitting, fixing marble slab/tiles, 15 mm. to 18 mm. thick in dado / wall in 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks applying white cement slurry @ 4.4 kg/ sq.m at the back side of marble & pointing in cement mortar (1:2) (1 cement, 2 marble dust) with admixture of pigment matching the stone shades including polishing all complete as per direction of the Engineer-in-charge including cost of materials, labours, scaffolding, staging, curing complete. [White cement, Pigment to be supplied by the Agency] (a) With Makrana plain pink / Adranga Pink / Garbh Gulabi / Udaypur Pink / Udaypur green / Black Bhalsana Area of each Slab/tile exceeding 0.3 sq.m. but not exceeding 0.6 sq.m. (a) Ground Floor

Total = Sqm 1792 Sqm

(b) First Floor

Total = Sqm 1804 Sqm

32 Page No.- 57, Item No.- 26(a)(ii) of PWD SOR VOLUME I & 3rd Corrigenda Supplying fitting and fixing 15 to 18 mm thick Marble slab/Tile in riser of step or skirting (upto 300 mm ht) over 15mm (avg) thick base of Cement mortar (1:2) laid with white cement slurry @ 4.4 kg/ Sq.m at back side of marble and jointed with white cement slurry @ 2.2 kg/ Sq.m with necessary pigments including grinding and Granite Polishing. [White cement and Pigment to be supplied by the Agency] (a) With Makrana plain pink / Adranga Pink / Garbh Gulabi / Udaypur Pink / Udaypur green / Black Bhalsana Area of each Slab/tile exceeding 0.3 sq.m. but not exceeding 0.6 sq.m. (a) Ground Floor

Total = Sqm 1810 Sqm

(b) First Floor

Total = Sqm 1822 Sqm

33 Page No.- 62, Item No.- 32 of PWD SOR VOLUME I, 1st & 3rd Corrigenda Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging, curing and roughening of concrete surface complete. Area of each Granite slab ≤ 0.6 square metre. (a) Ground Floor

Total = Sqm 2306 Sqm

(b) First Floor

Total = Sqm 2318 Sqm

34 Page No.- 63, Item No.- 34(b) of PWD SOR VOLUME I & 3rd Corrigenda Supplying,fitting & fixing granite slab 15mm to 18mm thick in floor, lobby, stair, landing and treads etc. over 20mm (avg) thick base of cement morter (1:2) laid with white cement slurry @ 4.40Kg per Square meter before placing of granite and jointed with white cement slurry @ 2.0 Kg per square meter with necessary pigments and complete as per direction of Engineer-in-charge including cost of all materials, labours, curing and roughening of concrete surface complete. Area of each Granite slab 0.6 to 1.0 Square meter. (a) Ground Floor

Total = Sqm 2752 Sqm

(b) First Floor

Total = Sqm 2764 Sqm

35 Page No.- 64, Item No.- 35 of PWD SOR VOLUME I & 3rd Corrigenda Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.

(A) Floor With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (a) Area of each tile upto 0.09 Sq.m Other than Coloured decorative including white (a) Ground Floor

Total = Sqm 689 Sqm

(b) First Floor

Total = Sqm Sqm

(A) Floor With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (b) Area of each tile above 0.09 Sq.m Other than Coloured decorative including white (a) Ground Floor

Total = Sqm 842 Sqm

(b) First Floor

Total = Sqm 847 Sqm

(B) Wall With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (a) Area of each tile upto 0.09 Sq.m Other than Coloured decorative including white (a) Ground Floor

Total = Sqm 695 Sqm

(b) First Floor

Total = Sqm 700 Sqm

(B) Wall With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (b) Area of each tile above 0.09 Sq.m Other than Coloured decorative including white (a) Ground Floor

Total = Sqm 1029 Sqm

(b) First Floor

Total = Sqm 1034 Sqm

36 Page No.- 66, Item No.- 36(I)(B) of PWD SOR VOLUME I & 3rd Corrigenda Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @ 2.91Kg./sqM or using polymerised adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contrr]e) (I) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment. (B) Light Colour (a) Ground Floor

Total = Sqm 1260 Sqm 1260

(b) First Floor

Total = Sqm 1265 Sqm 1265

37 Page No.- 66, Item No.- 36(II)(B) of PWD SOR VOLUME I & 3rd Corrigenda Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @ 2.91Kg./sqM or using polymerised adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplier by the contrr]e) (II) With Polymerised Adhesive [6 mm thick] & epoxy grouting materials for filling joints including spacer-2 mm [Applied directly over finished artificial stone floor/ mosaic etc.] (B) Light Colour (a) Ground Floor

Total = Sqm 1369 Sqm 1369

(b) First Floor

Total = Sqm 1374 Sqm 1374

38 Page No.- 68, Item No.- 39 of PWD SOR VOLUME I Supplying, fitting & fixing best quality digital printed Ceramic tiles in coloured decorative on walls and floors to match with the existing work & 4 nos. key stones (10mm) fixed with adhesive 4.5 mm thick at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. With polymerised adhesive and epoxy grout pointing including spacer - 2mm (When tiles are laid over existing hard ready surface) all complete as per direction of Engineer-in-charge. (a) Ground Floor

Total = Sqm 1060 Sqm

(b) First Floor

Total = Sqm 1072 Sqm

39 Page No.- 68, Item No.- 40 of PWD SOR VOLUME I Supplying, fitting & fixing true to line and level digital elevation Ceramic tiles of approved brand conforming to IS:15622:2006 Group B III and tested as per IS:13630:2006 as ornamental cladding on external wall in natural stone, brick, wood, bamboo pattern/ design fixed with adhesive 4.5 mm thick at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. With polymerised adhesive and epoxy grout pointing including spacer - 2mm (When tiles are laid over existing hard ready surface) all complete as per direction of Engineer-in-charge. (a) Ground Floor

Total = Sqm 982 Sqm

(b) First Floor

Total = Sqm 998 Sqm

40 Page No.- 70, Item No.- 42(a) &(b) of PWD SOR VOLUME I & 3rd Corrigenda Supplying and laying true to line and level Double Charge Vitrified Tiles of approved brandconforming to IS 15622: 2006 (Group B I a) and tested as per IS 13630:2006 (relevant parts) [Non-modular sizes for tiles with Water Absorption (av.) ≤ 0.08 %] in floor, skirting etc. set in 20 mm thick sand cement mortar (1:4) bed prepared after application of slurry using 1.75Kg of cement per Sqm over the base and 2mm thick cement slurry using cement @2.91Kg./sqm at the back side of the tiles and laid over the mortar bed using 0.2 kg/sqm of White cement used for joint filling with approved pigment as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials,Iabour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (Note: This work should not be executed without specific permission of Superintending Engineer

(a) ln Ground FIoor:(size not Iess than 600mmX 600 mm X 9.5 mm thick) (a) Ground Floor

Total = Sqm 1468 Sqm

(b) First Floor

Total = Sqm 1480 Sqm

(b) ln Ground FIoor:(size not Iess than 800mmX 800 mm X 10.2 mm thick) (a) Ground Floor

Total = Sqm 2516 Sqm

(b) First Floor

Total = Sqm 2528 Sqm

41 Page No.- 74, Item No.- 48 of PWD SOR VOLUME I & 3rd Corrigenda Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material. [Border concrete if necessary to be paid separately].

(b) 50 mm thick interlocking designer concrete paver block M- 30 grade for non-traffic zone,buiding premises,garden,parks,domestic drive as per IS: 15658- 2006(over 20-30 mm medium sand bed on 200mm thk bound gnaular /granular base course including cost of sand for sand bed but excluding cost of base course & subgrade preparation.) (ii) Coloured Decorative

Total = Sqm 1012 Sqm

(c) 60 mm thick interlocking designer concrete paver block M- 35 grade for light-traffic zone,commercial & office complex,tourist resort as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular /granular sub-base course including cost of sand for sand bed but excluding cost of base ,sub-base course & subgrade preparation.) (ii) Coloured Decorative

Total = Sqm 1290 Sqm

42 Page No.- 82, Item No.- 14 of PWD SOR VOLUME I & 1st Corrigenda Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make as per IS: 15965: 2012 and IS: 14246: 2013 (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). (i) In Roof:- a) With 0.5 mm thick sheet

Total = Sqm 896 Sqm

43 Page No.- 84, Item No.- 18(A)(a) of PWD SOR VOLUME I Aluminium sheet ridging fitted with self tapping screws, EPDM washers etc complete.(Minimum 225mm end lapping). (A) 300 mm lapping each way (a) With 0.71 mm sheet

Total = Mtr 394 Mtr

44 Page No.- 99, Item No.- 1(I) of PWD SOR VOLUME I & 3rd Corrigenda M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. I) For structural members of specified sections weighing less than 22.5 Kg./m

Total= Mtr/ 16 Kg. 72603 MT

45 Page No.- 104, Item No.- 13(a)(i) of PWD SOR VOLUME I & 3rd Corrigenda M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.

a) At Ground Floor:-

Total= Sqm/ 16 Kg. 9888 Quintal

b) At First Floor:-

Total= Sqm/ 16 Kg. 9986.88 Quintal

46 Page No.- 104, Item No.- 13(a)(ii) of PWD SOR VOLUME I & 3rd Corrigenda M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (ii) Grill weighing above 16 Kg./sq.mtr and above

a) At Ground Floor:-

Total= Sqm/ 16 Kg. 9696 Quintal

b) At First Floor:-

Total= Sqm/ 16 Kg. 9792.96 Quintal

47 Page No.- 106, Item No.- 18 of PWD SOR VOLUME I & 3rd Corrigenda Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete. (a) Ground Floor

Total = Sqm 4330 Sqm

(b) First Floor

Total = Sqm 4373.3 Sqm

48 Page No.- 106, Item No.- 19(a) of PWD SOR VOLUME I & 3rd Corrigenda Supplying, fitting and fixing steel rolling shutter profile type with 18 B.G . of approved type steel latche section 75mm wide, fitted with coil wire spring to necessiate the fitting of required Nos. of C.I. Pulleys on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially builtup side guide channels including providing a hood for the steel rolling shutter in the room, painting two coats of approved aluminium paint over a coat of red lead primer complete. (a) Ground Floor

Total = Sqm 3270 Sqm

49 Page No.- 107, Item No.- 20(b) of PWD SOR VOLUME I & 3rd Corrigenda Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete ( 1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. (b) Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars. [The extra rate admissible for the openable portion only] (a) Ground Floor

Total = Sqm 2199 Sqm

(b) First Floor

Total = Sqm 2225.39 Sqm

(i) Two point nose steel handle including fitting and fixing. 2 Each

(ii) steel peg stay 300 mm long including fitting and fixing. 2 Each

50 Page No.- 109, Item No.- 22 of PWD SOR VOLUME I & 3rd Corrigenda Supplying, fitting and fixing Stainless Steel railing consist of 38mm dia and 900mm height vertical balustrade at every two alternative steps, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304 containing 7.5% nickle (Interior Grade) Brushed/Mat finish, complete as per direction of the Engineer-in-charge. Weight of Strainless Steel railing per metre 6.5 Kg (approx)

Total = Mtr 9077 Mtr

51 Page No.- 114, Item No.- 1 of PWD SOR VOLUME I Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals). (d) Sal : Local.

a) Ground Floor

Total = Cum 72954 Cum

Total = Cum 73154 Cum

52 Page No.- 115, Item No.- 3 of PWD SOR VOLUME I Supplying, fitting and fixing fibre reinforced polymer (FRP) Composite door frame as per approved section with glass fibre reinforced plastic moulded skins and a special sandwich core, so as to impart monolitaheic composite structure as per approved technology of Department of Science and Technology (DST) to safisfy IS: 4020 door testing performance criteria.. (i) 66mm x 90mm

Total = Mtr 497 Mtr

53 Page No.- 115, Item No.- 4 of PWD SOR VOLUME I Supplying, Fitting & Fixing Factory made P.V.C. door frame of size 50 mmx47 mm with a wall thickness of 5 mm, made out of extruded 5 mm, PVC sheet miter cut at two corners and joined with two nos of 1.5 mm long brackets of 15 mm x15 mm M.S. square tube. The two vertical door profiles are to be reinforced with 19 mmx 19 mm M.S. Square tube of 19 gauge, weather seal to be provided through out the frame. The door frame shall be fixed with the wall using 65/100 mm long M.S. Screws through the frame by using P.V.C fasteners. A minimum of 4 Nos of screws to be provided for each vertical member and minimum 2 Nos for horizontal member etc. complete as per Manufacturer‟s specification and direction of Engineer-in-Charge.

Total = Mtr 305 Mtr

54 Page No.- 117, Item No.- 1(iii)(b) of PWD SOR VOLUME I Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings. (iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm. (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. (a) Ground Floor

Total = Sqm 2789 Sqm

(b) First Floor

Total = Sqm 2818 Sqm

55 Page No.- 124, Item No.- 11(a) of PWD SOR VOLUME I Supplying solid flush type doors of commercial quality, the timber frame consisting of top and bottom rails and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 37.5mm wide battens places both ways in order to make the door of solid core and internal lipping with Garjan or similar wood veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing shutters in position but excluding the cost of hinges and other fittings in ground floor. (a) 35 mm thick shutters (single leaf) (a) Ground Floor

Total = Sqm 2659 Sqm

(b) First Floor

Total = Sqm 2673 Sqm

56 Page No.- 124, Item No.- 12(a) of PWD SOR VOLUME I Supplying solid flush type doors of deluxe decorative (both side) quality, conforming to I:S 2202 timber frame consisting of top and bottom rail and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 27.5mm wide battens places both ways in order to made the door of solid core and internal lipping with teak, mahogony or rose wood approved decorative veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing the shutters in position but excluding the cost of hinges and other fittings in ground floor: (a) 35mm thick shutters (single leaf) (a) Ground Floor

Total = Sqm 3955 Sqm

(b) First Floor

Total = Sqm 3969 Sqm

57 Page No.- 125, Item No.- 14(i) of PWD SOR VOLUME I Supplying, fitting & fixing fibre reinforced polymer (FRP) Composite door shutters as per approved design with glass fibre reinforced plastic moulded skins and a special sandwich core, so as to impart monolitaheic composite structure as per approved technology of Department of Science and Technology (DST) to satisfy IS:4020 door testing performance criteria. In ground floor. (i) 32 mm thick (a) Ground Floor

Total = Sqm 2763 Sqm

(b) First Floor

Total = Sqm 2777 Sqm

58 Page No.- 134, Item No.- 27 of PWD SOR VOLUME I Supplying fitting and fixing P.V.C. door shutter of approved quality & shade in position, the style & rail of the P.V.C. door shutter will be made of rigid P.V.C. multicavity hollow chamber of 59 mm x30 mm section with 2.0 mm (+/-0.2 mm) wall thickness.Horizontal & vertical section shall be fixed to each other by self tapping screws and 1 solid polymeric or M.S. galvanised tubular 'L' shaped bracket 100mm x 200mm in each corner of the shutter frame for placing hinges. Polymer based multicavity hollow section of 120 mm x30mm with 2.0 mm (+/- 0.2 mm) wall thickness will be fitted in the middle, reinforced by solid polymer bar of 200 mm long at both ends and screws from both sides as lock rail. The section frame will then be fitted in by PVC panels of size 100 mmx25 mm with wall thickness of 1.2 mm (+/- 0.2 mm) and 2 nos. of 6 mm dia bright rod will be inserted horizontally with both side check and nut system and stretches where fixing of hinges / hasp bolt / tower bolt / door ring are required to be strong enough to with stand wear and tear. The rate is inclusive of cost of all materials, labour, and hire of tools and plants and appliancesi/c carriage of all materials taxes and all other incidental charges complete. (a) Ground Floor PVC Door Shutter-30 mm thick:

Total = Sqm 2127 Sqm

(b) First Floor

Total = Sqm 2141 Sqm

59 Page No.- 137, Item No.- 6 of PWD SOR VOLUME I Supplying, fitting, Fixing Fly / Mosquito proof nylon net on any type of window, door shutter frame with necessary fixing arrangements complete.

Total = Sqm 834 Sqm

60 Page No.- 140, Item No.- 4 of PWD SOR VOLUME I Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately)

(a) 40mm X 6mm, 250mm Length

Total = No 29 No

(b) 40mm X 6mm, 125mm Length

Total = No 20 No

61 Page No.- 140, Item No.- 5 of PWD SOR VOLUME I Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.

(viii) 100mm. X 75mm. X 3.50mm.

Total = No 66 No

(v) 75mm. X 60mm. X 3.15mm.

Total = No 47 No

62 Page No.- 141, Item No.- 8 of PWD SOR VOLUME I Iron socket bolt of approved quality fitted and fixed complete.

(c) 150mm long x 10mm dia bolt.

Total = No 63 No

(d) 225mm long x 10mm dia bolt.

Total = No 77 No

63 Page No.- 141, Item No.- 10(i)(b) of PWD SOR VOLUME I Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting. 250mm long

Total = No 159 No

64 Page No.- 141, Item No.- 10(ii)(b) of PWD SOR VOLUME I Brass hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting. 250mm long

Total = No 597 No

65 Page No.- 143, Item No.- 16(b) of PWD SOR VOLUME I Supplying 'Godrej' mortice lock chromium plated with keys 6 levers including fitting & fixing complete.

Total = No 1954 No

66 Page No.- 143, Item No.- 19(i) of PWD SOR VOLUME I Door stopper.(Brass)

Total = No 117 No

67 Page No.- 143, Item No.- 19(iii) of PWD SOR VOLUME I Steel body foot-door holder.

Total = No 67 No

68 Page No.- 143, Item No.- 23(i)(a) of PWD SOR VOLUME I Hydraulic door closer of approved quality as per I.S.I. standard fitted and fixed complete. (a) Heavy type (I.S.I. size 3)

Total = No 1665 No

69 Page No.- 143, Item No.- 23(ii)(a) of PWD SOR VOLUME I Godrej Hydraulic door closer fitted and fixed complete. (a) Heavy type

Total = No 2064 No

70 Page No.- 144, Item No.- 25(i) of PWD SOR VOLUME I Supplying anodised aluminium catch hook with eye fitted and fixed to shutter and chowkat complete of best quality: (i) 150mm long.

Total = No 37 No

71 Page No.- 144, Item No.- 26 of PWD SOR VOLUME I Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws:

(iv) 150mm long x 10mm dia bolt.

Total = No 63 No

(vii) 225mm long x 10mm dia bolt.

Total = No 84 No

72 Page No.- 145, Item No.- 30(a)(vi) of PWD SOR VOLUME I Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete: (a) With continuous plate base (Hexagonal/ Round rod) (i) 150 mm grip x 10 mm dia rod.

Total = No 97 No

73 Page No.- 146, Item No.- 32(a) of PWD SOR VOLUME I Metallic magic eye of approved quality fitted and fixed complete.

Total = No 54 No

74 Page No.- 165, Item No.- 17 of PWD SOR VOLUME I & 5th Corrigenda Providing and fixing false ceiling at all height including providing and fixing frame work made of special section, power pressed from M.S. Sheet and galvanized with zinc coating of 150 gms/sqm ( both side inclusive) as per IS:277 and consisting of angles cleat of size 25 mm wide x1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6mm dia bolts, other flange of cleat fixed to the angle hanger of 25x10x0.5 mm of required length with nuts and bolts of required size and others end of angles hanger fixed with intermediate G.I. channel 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channel 0.5 mm thick 25 mm high having flange of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/ partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @230 mm interval, including fixing gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5x25 mm at 230 mm C/C, including joining and finishing to a flush finished of tapered and square edges of the board with recommended jointing compound, joining tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coat of primer suitable for board, all as per manufacture’s specification and also including the cost of making opening for light fittings, grills, diffusers, cut outs made with frame of perimeter channel suitably fixed, all complete as per drawing, specification and direction of the Engineer-in-charge but excluding the cost of painting with: ( ISI Mark on Board )

Total = Sqm 1159 Sqm

75 Page No.- 165, Item No.- 18 of PWD SOR VOLUME I Providing False Ceiling made with framework of steel tube of 40mm x 20mm of not less than 18 gauge,the long and cross section will be welded with each other 1000mm to 1200mm apart the entire framework will be fixed in wall using rawlplug or gutties or screws etc. and suspended from ceiling with M.S flat 19mmx3mm as necessary,the entire frame will be painted with red oxide. PRINTED LAMINATED P.V.C Section 150mm x 12mmx 1.00mm (+/- 0.01mm) of approved quality and colour will be fixed on the frame so that the entire framework will not be visible from below P.V.C Section will be fixed with the frame with the help of self tapping steel screws including all materials and labour charges including fitting,fixing the same and hoisting including mending the damages in all respect and cost of paint as required as per direction of Engineer-in-Charge .

Total = Sqm 1394 Sqm

b) 15 mm thick Plaster

Deduction 2 x 0.33 x 1.5 x 1.35 = Sqm

Add 2% Extra= Sqm

(ii) With 1:4 cement mortar 10 mm thick Plaster

Deduction 2 x 0.33 x 1.5 x 1.35 = Sqm

Add 2% Extra= Sqm

b) 15 mm thick Plaster

Deduction 2 x 0.33 x 1.5 x 1.35 = Sqm

Add 2% Extra= Sqm

(ii) With 1:4 cement mortar 10 mm thick Plaster

Deduction 2 x 0.33 x 1.5 x 1.35 = Sqm

Add 2% Extra= Sqm

77 Page No.- 192, Item No.- 15 of PWD SOR VOLUME I Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.

At Ground Floor

Add 2% Extra= Sqm

Total= Sqm 34 Sqm

Add 2% Extra= Sqm

Total= Sqm 34 Sqm

Add 2% Extra= Sqm

Total= Sqm 34 Sqm

78 Page No.- 194, Item No.- 1(c) of PWD SOR VOLUME I White washing including cleaning and smoothening surface thoroughly. Three coats (on new works only). A) Ground floor:- 0 % Sqm

B) First floor:- 0 % Sqm

79 Page No.- 195, Item No.- 7(a)(i) of PWD SOR VOLUME I Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. One Coat i) Water based interior grade Acrylic Primer A) Ground floor:- 0 Sqm

B) First floor:- 0 Sqm

80 Page No.- 196, Item No.- 8(a) of PWD SOR VOLUME I Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (a) One Coat A) Ground floor:- 31.4 Sqm

B) First floor:- 32.11 Sqm

81 Page No.- 197, Item No.- 15 of PWD SOR VOLUME I Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification. Two coats. A) Ground floor:- 49 Sqm

B) First floor:- 49.71 Sqm

82 Page No.- 197, Item No.- 17(b) of PWD SOR VOLUME I Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. Two coat Premium 100% Acrylic Emulsion A) Ground floor:- 84 Sqm

B) First floor:- 84.71 Sqm

83 Page No.- 200, Item No.- 1(a) of PWD SOR VOLUME I Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Total= Sqm 29 Sqm

85 Page No.- 200, Item No.- 1(b) of PWD SOR VOLUME I Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Total= Sqm 38 Sqm

86 Page No.- 200, Item No.- 2(A) of PWD SOR VOLUME I Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :

(a) On timber or plastered surface : With super gloss (hi-gloss) -Two coats (with any shade except white) 81 Sqm

(b) On steel or other metal surface : With super gloss (hi-gloss) -Two coats (with any shade except white) 79 Sqm

87 Page No.- 201, Item No.- 4(ii) of PWD SOR VOLUME I Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) : (Two coats) Luxury Quality A) Ground floor:- 70 Sqm

B) First floor:- 70 Sqm

88 Page No.- 204, Item No.- 5(b) of PWD SOR VOLUME I Rendering the surface of walls and ceiling with white cement based wall putty of approved make and brand(1.5mm thick) A) Ground floor:- 110 Sqm

B) First floor:- 110 Sqm

89 Page No.- 205, Item No.- 1(i) of PWD SOR VOLUME I Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete. (In all floors for internal wall & upto 6 m height for external wall) (i) 3 mm thick (weighing 7.4 kg/Sq.m) (a) Ground Floor

Total = Sqm 477 Sqm

90 Page No.- 212, Item No.- 21 of PWD SOR VOLUME I Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes inwalls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete. A) UPVC Pipes: (i) 110 mm. Dia.

Total = Mtr 251 Mtr

B) UPVC Fittings:

a) Plain Tee (i) 110 mm. Dia. 6 No

b) Plain Y (i) 110 mm. Dia. 6 No

c) Bend 87.5 degree (i) 110 mm. Dia. 6 No 160

d) Shoe (i) 110 mm. Dia. 6 No

91 Page No.- 233, Item No.- 1 of PWD SOR VOLUME I Supplying profiles of required section made of Aluminium Alloy Extrusions conforming to IS: 732-1983 and IS: 1285- 1975; Annodized (with required film thickness and specified colour / natural) matt finished conforming to IS: 1868-1983 for fabrication of composit door, sliding & casement windows, partitions, formed of basic sections of any ISI embossed / certified make and brand as per direction of Engineer - In- Charge. (Payment will be made on finished length of the work).

(B) 15 Micron colour annodizing.

a) 2- track sliding window i) Bottom frame

Total = Mtr 254 Mtr

ii) Top and side frame.

Total = Mtr 228 Mtr

b) 3- track sliding window i) Bottom frame

Total = Mtr 368 Mtr

ii) Top and side frame.

Total = Mtr 321 Mtr

d) Shutter for all track sliding window. i) Bottom & Top member.

Total = Mtr 137 Mtr

ii) Style side member.

Total = Mtr 132 Mtr

iii) Interlock member.

Total = Mtr 166 Mtr

Movable door shutter. i) Door frame. (Top & sides).

Total = Mtr 315 Mtr

ii) Shutter : Top rail.

Total = Mtr 323 Mtr

Total = Mtr 494 Mtr

Total = Mtr 407 Mtr

Total = Mtr 357 Mtr

Total = Mtr 50 Mtr

92 Page No.- 239, Item No.- 2 of PWD SOR VOLUME I Labour charge for fabrication and installation of composite door, window, partitions made from annodized extruded alloy aluminium sections for the following units:-

(A) Glazed aluminium sliding windows made of extruded and annodized alloy aluminium sectios, fabrications, including cutting to proper shape and size, drilling and aligning of window shutter frame fitted with in built locking arrangements, sliding rollers and other necessary fittings, fixture, adhesives and joineries along with extruded neoprine or EPDM gasketing in between window frame and masonry work (walls, column, beam.lintels etc.) as well as between glass and shutter frame for fixing glass and Polysulphide sealant and in between shutter and window frame where necessary including cutting to requisite size and fixing glass as per drawing, specification and direction of EIC. The rate includes the hire charge of all tools and plants, including all incidental charges, adhesive, joineries such as screw, cleat angle etc. but excluding the cost of extruded aluminium sections, glass, neoprene / EPDM gasket, locking arrangement and rollers.

i ) 2 track sliding window.

Total = Sqm 696 Sqm

ii ) 3 track sliding window.

Total = Sqm 941 Sqm

(B) Partly glazed partly panelled or fully glazed single leaf alunminium swing door made of extruded and annodized alloy aluminium sections, fabrication including cutting to proper shape and size, drilling and aligning, fitted with heavy duty hydraulic action floor sping placed in the floor with mending damages,with top pin assembly of approve make and brand, fitted with in built locking arrangement, flush bolt, glazing clips and all other necessary fittings, fixtures, adhesives and joineries, cutting glass of approved make to requisite shape and size fitting with dry set neoprene or EPDM gasketing, cutting to requisite shape and size panel board (prelaminated particle block) fixing them with glazing clips as per drawing, specification and direction of Engineer in charge.

Total = Sqm 1281 Sqm

93 Page No.- 242, Item No.- 3 of PWD SOR VOLUME I Supplying heavy duty hydraulic double action floor spring along with top pin/set of pivots conforming to IS: 6315 or any approved make as per direction of Engineer in charge.

Total = Set 1729 Set

94 Page No.- 242, Item No.- 5(b) of PWD SOR VOLUME I Supplying concealed type heavy duty PVC headed aluminium tower bolt for double leaf doors as per approved make and brand as per direction of Engineer-in-Charge. 250 mm long.

Total = No 67 No

95 Page No.- 242, Item No.- 6 of PWD SOR VOLUME I Supplying PVC rollers for sliding windows as per direction of Engineer in charge.

Total = No 14 No

96 Page No.- 242, Item No.- 7 of PWD SOR VOLUME I Supplying maruti lock (100mm)

Total = Pair 46 Pair

97 Page No.- 242, Item No.- 8 of PWD SOR VOLUME I Supplying EPDM gusket of approved make and brand as per direction of Engineer in charge. a) ' T' shaped EPDM gasket for frames.

i) For sliding windows a) ' T' shaped EPDM gasket for frames.

Total = Mtr 13 Mtr

iii) weather gasket / wool pile for door vertical.

Total = Mtr 19 Mtr

98 Page No.- 242, Item No.- 9 of PWD SOR VOLUME I Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987.

i ) 4mm thick coloured / tinted / smoke glass.

Total = Sqm 468 Sqm

i ) 6mm thick coloured / tinted / smoke glass.

Total = Sqm 661 Sqm

99 Page No.- 243, Item No.- 12 of PWD SOR VOLUME I Supplying 4 lever mortice lock or any approved make and brand as per direction of the Engineer- in -Charge. i) 150 mm..

Total = No 378 No

100 Page No.- 244, Item No.- 13(A) of PWD SOR VOLUME I Supplying Aluminium casted body hydraulic door closer as per I.S.I.

Total = No 635 No

101 Page No.- 244, Item No.- 13(B) of PWD SOR VOLUME I Supplying 125 mm. Dia acrylic handle for aluminium door as per approved make & brand. Colour

Total = No 192 No

102 Page No.- 248, Item No.- 19 of PWD SOR VOLUME I Supplying profiles of required section made of Aluminium Alloy Extrusion conforming to IS: 732-1983 and IS: 1285-1975; Anodised with required film thickness and specified colour/natural matt finished conforming to IS: 1868-1983 for fabrication of Structural Glazing, Curtain Wall formed of basic sections of any ISI embossed/certified make and brand as per direction of Engineer-in-charge. ( Payment will be made on finished length of the work). 15 micron colour anodising Structural glazing /Curtain Wall

i) Mulion & Transom (Weight @1.819 Kg per Meter)

Total = Mtr 463 Mtr

ii) Sub frame for fixing Glass (Weight @0.31 Kg per Meter)

Total = Mtr 81 Mtr

103 Page No.- 248, Item No.- 20 of PWD SOR VOLUME I Supplying Glazing Silicon of approved make and brand for fixing of Glass on Sub-frame as per direction of Engineer-in-charge for Structural Glazing/Curtain wall etc. Glazing Silicon for fixing Glass on Sub frame

Total = Mtr 112 Mtr

104 Page No.- 248, Item No.- 21 of PWD SOR VOLUME I Supplying Weather Silicone sealant of approved make and brand for fixing of grove line between the Glasses as per direction of Engineer-incharge. for Structural Glazing/Curtain wall. Weather Silicone sealant for filling the Grove line between Glasses or any other material for facial work

Total = Mtr 57 Mtr

105 Page No.- 249, Item No.- 23 of PWD SOR VOLUME I Labour charge for fabrication and installation of structural Glazing/Curtain Wall made from annodized extruded allooy aluminium sections for the following units:- Structural Glazing made of extruded and annodized alloy aluminium sections, fabrications including cutting to proper shape and size, drilling including cost of brackets, fastener bolt, mullion bolt, nuts & washers, maskin tape, double side adhesieve crosslink foam (used for guard of glazed silicon on sub-frame), tissue paper foam (used as filler between sub-frame and under backing of weather silicon), screws and other necessary hardwares, fixing of glass as per drawing, specification and direction of Engineer-in-Charge. (The rate includes hire charges of all tools and plants, including all incidental charges, adhesieve, joiners such as screw,cleate angle,etc. but excluded the cost of extruded aluminium sections, glass, glazed silicon, weather silicon etc.)

Total= Sqm 850 Sqm

106 Page No.- 249, Item No.- 24 of PWD SOR VOLUME I Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987; (B) coloured, toughened glass conforming to IS: 2553-1992 (part-II) (i) 6mm thick

Total= Sqm 1073 Sqm

107 Page No.- 250, Item No.- 27 of PWD SOR VOLUME I Providing and fixing exterior quality Aluminium Composite Panel (ACP) wall cladding on existing Al. /MS frame work with GI brackets, ACP fixed on the existing frame work by folding the edges of ACP panel (Engraving the rear surface of ACP sheet) with CP angles, cleats and strainless Steel screws forming groves at the periphery of ACP panel. Such grooves filled with foam and silicon sealant etc. complete with all materials (but including the cost of silicon sealant), labour, scaffolding and all other incidental charges complete in all respect as per specification and direction of Engineer-in-charge. (Mode of payment is on finished surface area of ACP) 3mm thick (0.25mm Al.+2.5mm LDPE +0.25mm Al. PVDF coating)

Total= Sqm 1991 Sqm

108 Page No.- 259, Item No.- 1 of PWD SOR VOLUME I Supplying and stacking of good earth (adequate for horticulture work) at site including royalty (earth measured in stack will be reduced by 20% for payment)

Total = Cum 306 Cum

109 Page No.- 259, Item No.- 2 of PWD SOR VOLUME I Supplying and stacking sludge (adequate for Horticulture work) at site in dry cake form from approved disposal work site including royalty, all lead and lift etc. (Sludge measured in stack will be reduced by 8%)..

x x x 0.1 = Cum

Total = Cum 457 Cum

110 Page No.- 259, Item No.- 3 of PWD SOR VOLUME I Spreading of sludge, dump manure,/farm yard manure/animel dung manure and good earth in required thickness. This includes supply of labour, tools & plants excluding materials.

Total = Sqm 175 % Sqm

111 Page No.- 259, Item No.- 4 of PWD SOR VOLUME I Supplying and fixing grasses tiles of grass Maxican Carpet/Selection No. 1 Healthy & fresh grasses (size 1'x1' or bigger) including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from wees and fit for mowing including supplying good earth as required by Engineer-in-charge. (Rate includes supply of labour, tools & plants including materials)

Total = Sqm 20142 % Sqm

112 Page No.- 260, Item No.- 5 of PWD SOR VOLUME I Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 ( 8 parts of stacked volume of earth after reduction by 20%, one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary watering and finally fine dressing, levelling etc., including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50m lift upto 1.5m complete. This includes supply of labour, tools & plants including materials. Planting hedge plants in two rows at 30cm apart

Total = Sqm 3530 % Sqm

113 Page No.- 260, Item No.- 6 of PWD SOR VOLUME I Maintenance of hedge for one year including application of necessary pesticide, farm yard manure, replacement of damaged hedge plant by new one complete in all respect as per instruction of Engineer-in-charge. This includes supply of labour, tools & plants including materials.

Total = Sqm 11770 % Sqm

114 Page No.- 261, Item No.- 9 of PWD SOR VOLUME I Supplying and Planting of different plant / trees ( Supplying well grown plants bushy and healthy, minimum height as specified i.e. exposed height including all leads & lift, carriage, handling, manuring, applying presticide and fertilizer etc.

i) Furcaria veriegated 10-12 leaves in height 20-30cm in earthen pots of size 25cm. 0 No

ii) Rangon chineese of size not less than 20cm 0 No

v) Duranta goldianna of size not less than 20cm 0 No

vi) Duranta healthy plant of big size 0 No

xvii) Bougainvillea (mix variety) of height 30cm-90cm in polybag of size 10cm-15cm. 0 No

xix) Bougainvillea (name variety, bushy plants, full bloom) of height 90cm-60cm in cement pots of size 30cm. 0 No

115 Page No.- 280, Item No.- 1(a) of PWD SOR VOLUME I & 3rd Corrigenda Supplying and laying true to line and level Anti-Skid, Full Body, Homogeneous & Granular finish Vitrified Tiles conforming to IS:15622-2006 & IS 4457-2007 and testing shall be made in accordance with IS:13630 [Non- modular sizes for tiles with Skid resistance > 0.5, Mohr's hardness > 5.0, Staining resistance: Class-1, Water Absorption: E < 0.5%], MOR > 35 N/sq.mm in Internal area of building e.g. Toilet Block, Passage, Corridor, Accessible Open Terrace etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg./Sqm or using Polymerised Adhesive (6 mm thick layer applied directly over finished artificial stone floor/ Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per Sqm below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles/ epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contractor). a) In Ground Floor: Sizes-300 mm x300mm x10 mm with breaking strength > 1200 N

Total = Sqm 906 Sqm

Total = Sqm 918 Sqm

b) In Ground Floor: Sizes-600 mm x600mm x10 mm with breaking strength > 1500 N

Total = Sqm 1589 Sqm

Total = Sqm 1601 Sqm

Sub-Assistant Engineer Birbhum Zilla Parishad

Tender Schedule for Construction of Main Entrance Gate of Zilla Parishad Dak-Bungalow at Suri

NIT No. : BHM-N-93-2025-26 Sl. No.- 01

Sl No. Items of work Unit Qnty Rate Amount (Rs)

1 Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m a) In ground floor including roof Cum 1.35

2 Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. %Cum 7.94

3 Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. %Cum 2.65

4 Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) %Cum 0.62

5 Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. Sqm 6.25

6 Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (a) 1:3:6 proportion Cum 0.51

7 Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. Cum 3.78

a) In ground floor.

8 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL ETC MT 0.0000 54800.27

8 Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)

(b) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work At Ground Floor. Sqm 24.33

9 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. Cum 0.73

10 Plaster( to wall, floor, Ceiling etc) with sand and cement morter in/c rounding off or chamfering corners as directed and racking out joints or roughening of concrete surface including throating , nodsing and drip course where necessary

At Ground Floor

(ii) With 1:6 cement mortar Sqm 132.54

b) 15 mm thick Plaster

11 Rendering the surface of walls and ceiling with white cement based wall putty of approved make and brand(1.5mm thick) Sqm 110

12 M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge.

a) At Ground Floor:- Quintal 10090

13 Providing and fixing exterior quality Aluminium Composite Panel (ACP) wall cladding on existing Al. /MS frame work with GI brackets, ACP fixed on the existing frame work by folding the edges of ACP panel (Engraving the rear surface of ACP sheet) with CP angles, cleats and strainless Steel screws forming groves at the periphery of ACP panel. Such grooves filled with foam and silicon sealant etc. complete with all materials (but including the cost of silicon sealant), labour, scaffolding and all other incidental charges complete in all respect as per specification and direction of Engineer-in-charge. (Mode of payment is on finished surface area of ACP) 4mm thick (0.50mm Al.+3.0mm LDPE +0.50mm Al. PVDF coating) Sqm 25.75

14 Supply & Installation of 12" Fibre board Reging Letter 50000

16 Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :

(b) On steel or other metal surface : With super gloss (hi-gloss) -Two coats (with any shade except white) Sqm 13.34

Total : Rs. 234804

Add 18% for Goods & Service Tax Rs. 42265

Total Rs. 277069

Add 1% for Labour Welfare Cess Rs. 2771

Total Rs. 279840

District Engineer Birbhum Zilla Parishad