Renovation of Jannayak Karpuri Thakur Hostel Building, Septic tank and approach Road Bishunpura at Dist. Chapra, Saran.

TECHNICAL BID EVALUATION SHEET

BUILDING CONSTRUCTION DEPARTMENT

NAME OF WORK :- Renovation of Jannayak Karpuri Thakur Hostel Building, Septic tank and approach Road Bishunpura at Dist. Chapra, Saran.

BOQ AMOUNT:- 8020732

SL.NO. PARTICULARS LAID DOWN CRITERIA AS PER NIT CONDITION FULL MARKS EVALUATION CRITERIA BIDDER

A Name and address of agency

B Registration no. & department Agency must be registered with Govt./State Govt./Undertakings Mandatory Agency must be registered otherwise bid will be rejected

C Sale tax/VAT/GST clearance of Govt. of Bihar Must possess sales tax/VAT registration & up to date clearance certificate Mandatory ---do------

D Income Tax clearance Must quote PAN No. Mandatory ---do------

E Earnest Money In the form as specified in N.I.T and required amount. Mandatory ---do------

F Character Certificate Must Posses Character Certificate. Mandatory ---do------

G Electrical Registration In the form as specified in N.I.T and required amount. Mandatory ---do------

Note:-The bidders should necessarily be Responsive on above mentioned Seven counts A to G. The bidders found Non-Responsive in any one of the above mentioned Seven counts will not be considered for further markings & their Bid will be rejected.

MARKING DETAILS

SL.NO. PARTICULARS LAID DOWN CRITERIA AS PER NIT CONDITION EVALUATION CRITERIA

FULL MARKS Desired distribution

1 Average annual financial turn over of last three years (AATO may be indexed as per norms of bidding documents) Submit A.T.O of Chartered account ant for last three years 30 i) AATO equal to or above BOQ amount--30

ii) AATO equal to or above 70%of BOQ amount--20

iii) AATO equal to or above 50% but below 70% of BOQ amount--15

iv) AATO equal to or above 40% but below 50% of BOQ amount--10

v) AATO equal to or above 25% but below 40% of BOQ amount--5

vi) AATO below 25% of BOQ amount--Nil

Average A.T.O.after indexation

2 Experience of doing work of similar nature Must submit details of work done duly certified by the concerned E.E 20 i)If executed single work of similar nature equal to 50% of BOQ amount-20

ii)If executed single work of similar nature equal to 40% of BOQ Amount----15

iii)If executed single work of similar nature equal to 25% of BOQ Amount----10

iv)If executed single work of similar nature below 25% of BOQ Amount----nil

3 Details of Engineering setup for successful completion of work Must submit details Engg. Setup with individual affidavit of engineers. 10 i)Engg.setup with one-Deg.holder+one Diploma holder+suff.. staff--10

ii)Engg.setup with1-Deg.holder/one Diploma holder+suff. staff--5

4 Plant and equipment for successful completion of work i)Automaticbatching plant with all equipment. (ii)Conc.mixer with weighing facility. (iii)Steelshuttering & centering more than 2000sft. (iv)Vibrator & water tanker. 10 i)Atomatic Batching plant with all equipment---10

(ii)Concrete mixer with weighing facility---04

(iii)Steel shuttering and centering more than 2000sft--04

(iv)Vibrator------01

(v)water tanker----01

5 Details of financial availability through bank or self Bank certificate of extending credit facility up to 10% of BOQ amount 10 i)credit facility certificate given by Indian Bank upto 10%of BOQ amount-----05

(ii)Self declaration----05

(iii)No Self declaration----00

6 Necessary undertakings Agency should furnish the following undertakings. (i)Not abandoned project. (ii)No litigation. (iii)No relation. 5 (i)Not abandoned any project--03

(ii)No litigation--01

(iii)No relation---01

(iv)Not submitted any certificate---00

7 Bidding capacity BC=AxNx2-B A=Max.ATO after indexation. B=value of work in hands(Existing commitment) N=Time of completion Attach bidding statements with details 10 i)BC more than or equal to BOQ amount--10

iI)BC more than or equal to 70%but below BOQ amount--5

iI)BC more than or equal to 50%but below 70% of BOQ amount--3

iii)BC below 50% of BOQ amount----nil

8 Timely completion of project Attach certificate of the concern E.E 5 i)If three or more than three projects executed in stipulated time during last five year--05

i)If less than three projects executed in stipulated time during last five year--03

i)If no projects executed in stipulated time during last five year--00

Note:- (i) Minimum qualifying marks = 50/100 for project b/w 40lakhs to 200lakhs

Govt. of Bihar BUILDING CONSTRUCTION DEPARTMENT Building Division Chapra.

Detailed Estimate

BC & EBC WELFARE DEPARTMENT

Name of Work:- Renovation of Jannayak Karpuri Thakur Hostel Building, Septic tank and approach Road Bishunpura at Dist. Chapra, Saran.

çkDdfyr jkf'k = ₹ 8,020,800.00

ABSTRACT OF COST

Serial No. Description of work AMOUNT

1 Hostel (G+1) Building Rs 4,352,650.00

2 Campus Development work Rs 3,399,581.00

3 TOTAL(A) Rs 7,752,231.00

Correction Factor 0.982 on (A) 7,612,691.00

Add @ 5.36% for GST 408,040.00

A TOTAL Rs 8,020,731.00

BCD SARAN, CHAPRA. BCD CHAPRA BCD SARAN, CHAPRA.

Detailed estimate for Renovation of Jannayak Karpuri Thakur (G+1) Hostel Building at Bishunpura in District Saran, Chapra for the year 2025-26.

S.NO. S.O.R. CODE ITEM DESCRIPTION NO. LENGTH WIDTH HEIGHT QTY. UNIT RATE AMOUNT REMARKS #REF! #REF!

1.0 15.13 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 meters lead.

1.1 15.13.1 Of area 3 sqm and below 1 99 Nos 99.00 Each 58.90 5,831

2.0 15.56 DISMANTLING OF PLASTER

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead

Plinth Wall Plaster

Damaged Plaster 14 0.75 0.25 2.63

Damaged Plaster 16 1.34 0.30 6.43

Damaged Plaster 9 1.25 0.48 5.40

Damaged Plaster 24 0.90 0.50 10.80

Damaged Plaster 13 1.10 0.35 5.01 340.0

Damaged Plaster 6 1.30 0.37 2.89

Damaged Plaster 8 1.05 0.40 3.36

Damaged Plaster 11 1.56 0.25 4.29

Total Qty. 47.53 Sqm. ......(A)

Toilet WC & Bath wall tiles

Total Qty. 135.18 Sqm. ......(B)

Total Qty(A+B) 182.71 Sqm. 21.70 3,965

3.0 15.23 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.

3.1 15.23.2 For thickness of tiles above 25 mm and upto 40 mm

Central Court yard 1 16.00 8.42 134.72

Less Staircase -1 6.20 3.50 -21.70

Total Qty.(A) 96.94 Sqm ......(A)

Kota stone repair 6 0.75 0.30 1.35

Total Qty.(B) 6.31 Sqm ......(B)

Terrace Repair 8 1.50 0.65 7.80

Total Qty.(C) 96.63 Sqm ......(C)

Total Qty. (A+B+C) 96.63 Sqm 47.50 4,590

4.0 14.1 REPAIRS TO PLASTER IN TO PATCHES

Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.

Inner wall Area

Old damped Plaster 20 0.90 0.80 14.40

Old damped Plaster 29 1.10 1.00 31.90

Old damped Plaster 22 1.30 1.00 28.60

Old damped Plaster 16 0.96 1.95 29.95

Old damped Plaster 47 1.20 1.30 73.32

Old damped Plaster 22 1.55 0.60 20.46

Old damped Plaster 30 1.10 2.10 69.30

Old damped Plaster 26 1.67 1.15 49.93

Old damped Plaster 21 1.00 0.66 13.86

Old damped Plaster 19 0.97 0.77 14.19

Old damped Plaster 29 1.00 0.90 26.10

Old damped Plaster 26 1.05 1.05 28.67

Old damped Plaster 11 1.20 1.23 16.17

Old damped Plaster 16 1.13 0.65 11.75

Old damped Plaster 23 1.00 0.77 17.71

Total Qty.(A) 446.31 Sqm. …….(A)

Outer wall Area

Old damped Plaster 16 1.75 1.35 37.80

Old damped Plaster 15 1.55 1.05 24.41

Old damped Plaster 10 0.90 1.10 9.90

Old damped Plaster 18 0.80 0.45 6.48

Old damped Plaster 9 0.89 0.58 4.65

Old damped Plaster 13 1.05 1.05 14.33

Old damped Plaster 17 1.00 1.00 17.00

Old damped Plaster 11 0.85 0.75 7.01

Old damped Plaster 23 0.75 1.40 24.15

Old damped Plaster 25 1.10 1.05 28.88

Old damped Plaster 19 0.90 1.00 17.10

Old damped Plaster 14 0.55 0.50 3.85

Total Qty.(B) 195.56 Sqm. …….(B)

Boundary wall Area

Old damped Plaster 12 0.90 0.90 9.72

Old damped Plaster 25 2.00 0.75 37.50

Old damped Plaster 15 0.45 0.45 3.04

Old damped Plaster 28 0.50 0.75 10.50

Old damped Plaster 19 0.50 0.50 4.75

Old damped Plaster 27 1.05 0.85 24.10

Old damped Plaster 36 1.05 1.05 39.69

Old damped Plaster 24 1.00 1.00 24.00

Old damped Plaster 10 0.85 0.75 6.38

Total Qty.(C) 159.68 Sqm. …….(C)

Total Qty.(A+B+C) 801.55 Sqm. 237.20 190,128

5.0 13.80 REMOVING OR SCRAPING OLD PAINT

Removing dry or oil bound distemper by scraping, sand paper and preparing the surface smooth including necessary repari scratches tec. Complete

For Internal Wall Area Floor Ht 3.150 meter

Ground and First Floor

Column Fins 12 1.20 Rmt 3.00 43.20

Roof Beam web 6 8.15 Rmt 0.45 22.01

Toilet Passage 4 4.90 1.00 1.05 49.56

Toilet Passage 8 3.90 1.00 1.05 82.32

Semi Circular Stair 6.28 3.50 Radius 3.00 65.94

Mumty 3.14 3.50 Radius 2.70 29.67

Less Window W -4 1.50 1.60 -9.60

Less Window W1 -9 1.80 1.60 -25.92

Net wall Area (A) 4750.33 Sqm ........(A)

For Ceiling Area

Ground and First Floor

Passage at G.F & F.F 2 49.80 1.70 169.32

Veranda at G.F & F.F 4 16.00 2.50 160.00

Smart Class 2 15.45 8.15 251.84

Passage at G.F & F.F 2 21.20 1.80 76.32

Urinal Area 4 2.30 1.60 14.72

Toilet Passage 4 4.90 1.00 19.60

Toilet Passage 8 3.90 1.00 31.20

Passage at G.F & F.F 4 3.60 1.20 17.28

Computer RM 2 3.70 3.70 27.38

Display RM 2 9.65 10.30 198.79

Staircase 2 6.28 3.50 43.96

Semi Circular Stair 3.14 3.50 3.50 38.47

Ceiling Area (B) 1927.11 Sqm ........(B)

For External Wall Area

Ground to Terrace Floor

Front wall & Back 2 47.80 Length 8.50 812.60 243 74.07

Left side wall 2 6.85 Length 8.50 116.45 28.67 8.74

Court Yard 2 15.70 Length 8.50 266.90 283.67 86.46

Staircase Wall 2 3.50 Length 8.50 59.50

Front Fins 8 1.20 Length 3.35 32.16 33.34 10.16

Mumty 2 6.28 Length 2.70 33.91

Mumty 1 18.00 Length 2.70 48.60

Less Window W -56 1.50 1.60 -134.40

Less Window W1 -4 1.80 1.60 -11.52

Less Window W2 -8 0.90 1.60 -11.52

Less Window W3 -28 0.60 1.05 -17.64

Less Window W4 -3 0.90 1.80 -4.86

Less Balcony Opening -4 3.05 3.00 -36.60

Less Veranda Opening -12 5.00 3.00 -180.00

Less M.S sheet gate MD -2 1.20 2.45 -5.88

Less M.S Collapsible gate C.G -3 2.40 2.50 -18.00

Less M.S grill gate -2 1.05 2.45 -5.15

Net Area (C) 1974.27 Sqm ........(C)

Outer Chajja over

Front Balcony 4 17.40 1.50 104.40

At Terrace Lvl. Chajja 2 16.00 0.90 28.80

At Terrace Lvl. Chajja 2 16.00 0.75 24.00

At G.F Veranda Chajja 2 16.00 0.50 16.00

Portico Chajja 1 6.20 0.60 3.72

At Terrace Lvl. Coffer Slab 1 5.80 5.00 29.00

Net Area (D) 304.44 Sqm ........(D)

Campus Boundary Wall

Front 1 39.400 Rmt 39.40

North Side 1 63.400 Rmt 63.40

West Side 1 26.900 Rmt 26.90

South Side 1 119.700 Rmt 119.70

Total Length 285.90 Rmt ……..(i)

Wall plaster Area 2 285.900 1.90 1086.42

Net Area 1214.61 Sqm ........(E)

Inner Wall Area vide Item No.05(A) 1 4750.33 area 4750.33

Ceiling Area vide Item No.05(B) 1 1927.11 area 1927.11

Outer Wall Area vide Item No.05(C) 1 1974.27 area 1974.27

Chajja Area vide Item No.05(D) 1 304.44 area 304.44

B/W Area vide Item No.05(E) 1 1214.61 area 1214.61

Deduct for old damped plaster area -1 801.55 area -801.55

Total Qty. 9369.21 Sqm 9.70 90,881

6.0 10.44 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer_In_charge.

Door frame 5 1.05 2.50 35.50 Rmt

7.0 9.53 Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts,nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Door Chaukhat 5 6 Nos 30.00 Each 130.80 3,924

8.0 10.5 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer.

8.1 10.5.2 Using flats 30x6 mm for diagonal braces and central cross piece.

Balcony Door D 4 1.05 2.05 8.61 Sqm 3467.90 29,859

9.0 9.20 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.

9.1 9.20.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

Total Qty. 88.56 Sqm 2578.00 228,308

10.0 26.86 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm, modulus of elasticity 900 N/mm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for Separately).

Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.

10.1 26.86.1 Frame size 45 x 70 mm

11.0 26.87 Providing and fixing factory made single extruded WPC {Wood Polymer Composite} solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 Suspension Grade), calcium carbonate and natural fibers {wood powder/ rice husk/wheat husk) and non toxic additives {maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800N {Face) & 900N (Edge), minimum compressive strength 50 N/mm, modulus of elasticity 850 N/mm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In• Charge. {Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)

12.0 11.26 Kota stone slab flooring over 20 mm (average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand )

Qty. Vide Item No. 03(B) 1 6.310 area 6.310 Sqm 1252.70 7,905

13.0 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

Qty. Vide Item No. 02(B) 1 135.18 area 135.18

Court yard Skirting 1 16.00 8.42 0.20 9.77

Total Qty. 144.95 Sqm 795.00 115,235

14.0 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete.

Bathroom 2 1.200 1.20 2.88

Total Qty. 6.66 Sqm 686.80 4,574

15.0 11.20 Chequerred precast cement concrete tiles 22 mm thick with marbie chips of size 6 mm in footpath & coutyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning tec. Complete on 20 mm thick bed of cement mortar 1:4(1 cement:4 coarse sand)

15.1 11.20.1 Light shade using white cement

Area vide Item No. 03(A) 1 96.940 Sqm 96.94 Sqm 1053.60 102,136

16.0 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.

16.1 9.48.2 Fixed to openings/ wooden frames with rawl plugs screws etc

Campus Boundary grill 7 3.5 18.0 0.60 264.60 Kg 161.10 42,627

17.0 13.80.A.2 2.0 MM WHITE CEMENT PUTTY

Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Inner Wall Area vide Item No.05(A) 1 4750.33 area 4750.33

Ceiling Area vide Item No.05(B) 1 1927.11 area 1927.11

Outer Wall Area vide Item No.05(C) 1 1974.27 area 1974.27

Chajja Area vide Item No.05(D) 1 304.44 area 304.44

B/W Area vide Item No.05(E) 1 1214.61 area 1214.61

Total Area 10170.76 Sqm 105.40 1,071,998

18.0 13.48 INTERNAL WALL AND CEILING PAINT

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications.

18.1 13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm.

19.0 13.82 PAINT OVER WOOD AND MS WORK

Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:

19.1 12.82.1 New steel work (two or more coats) Factor

Balcony Door shutter 4 1.05 1.00 2.05 8.61 0.4

Campus Boundary grill 7 3.50 1.00 0.60 14.70 0.7

Total Qty. 23.31 Sqm 83.50 1,946

19.2 13.82.2 New wood work (two or more coats) Factor

Total Qty. 23.63 Sqm 83.50 1,973

19.3 13.82.3 Old steel work (one or more coats) Factor

Balcony Railing 4 3.10 1.00 0.95 11.78

Balcony Opening 2 2.80 1.00 0.95 5.32

Veranda Railing 2 16.00 1.00 0.95 30.40

M.S Collapsible gate C.G 3 2.50 3.00 2.50 56.25

M.S grill Gate 1 1.05 1.00 2.10 2.21

M.S sheet shutter 2 1.20 2.25 2.45 13.23

At terrace Circular Opening Railing 3.14 3.20 1.00 0.95 9.55

Staircase Railing 1 10.00 1.00 0.95 9.50

Semi Circular Staircase Railing 1 8.75 1.00 0.95 8.31

Campus Boundary Grill 72 3.60 1.00 0.60 155.52

Campus Main Gate 1 4.80 1.50 2.20 15.84

Total Qty. 501.09 Sqm 54.10 27,109

19.4 13.82.4 Old wood work (one more coats) Factor

Total Qty. 14.18 Sqm 54.10 767

20.0 13.82B Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacture's specifications including appropriate priming coat, preparation of surface, etc. complete.

20.1 13.82B.2 On concrete work

Front wall 1 116.13 Length 0.75 87.10 243 74.07

Total Qty. 165.20 Sqm 122.70 20,270

21.0 22.18 Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2 mm thick water proofing membrance, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/ sqm by the same membrance manufacture of density at 25°C, 0.87 - 0.89 kg/ litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/ 5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane.

Terrace Area 1 5.20 3.00 15.60

Total Qty. 848.62 Sqm …….(i)

Add for 300mm Skirting 10% 848.62 Sqm 84.86 Sqm

Total Qty. 933.48 Sqm 354.80 331,199

22.0 13.17.1 Providing 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cement

Area vide item No. 02(A) 1 47.53 sqm 47.53

Area vide item No. 03(C) 1 96.63 sqm 96.63

Total Qty. 144.16 Sqm. 203.60 29,351

23.0 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 1 25.00 Nos 25.00 Each. 434.20 10,855

24.0 18.52.1 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore 1 24.00 Nos 24.00 Each. 594.80 14,275

25.0 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

26.0 18.18 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete

26.1 18.18.3 25 mm nominal bore 1 2.00 Nos 2.00 Each. 399.20 798

27.0 18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) :

27.1 18.19.2.1 32 mm nominal bore Horizontal 1 2.00 Nos 2.00 Each. 677.60 1,355

27.2 18.19.2.2 32 mm nominal bore Vertical 1 2.00 Nos 2.00 Each. 777.90 1,556

28.0 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.

28.1 18.7.1 15 mm nominal outer dia Pipes 1 17.75 Length 17.75 Rmt 278.20 4,938

28.2 18.7.2 25 mm nominal outer dia Pipes 1 26.77 Length 26.77 Rmt 350.80 9,391

29.0 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge.

29.1 18.8.2 20 mm nominal outer dia Pipes 1 32.400 Length 32.40 Rmt 205.30 6,652

29.2 18.8.3 25 mm nominal outer dia Pipes 1 45.950 Length 45.95 Rmt 294.70 13,541

30.0 14.5.2 RENEWING GLASS PANES WITH PUTTY

Renewing glass panes, with putty and nails wherever necessary:

Float glass panes weighing 10 kg/m2 (4mm thick glass)

Total Qty. 179.94 Sqm

31.0 9.96 Providing and fixing aluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:

32.0 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ), transparent or dyed to required colour or shade, with necessary screws etc. complete:

33.0 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:

34.0 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

35.0 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

35.2 12.79.3.2 Single tee with door 110mm dia 1 5.00 5.00 Each. 193.40 967

35.3 12.79.4.2 Single tee without door 110mm dia 1 6.00 6.00 Each. 190.70 1,144

36.0 12.80 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete

36.1 12.80.2 UPVC pipe clip 110 mm bend 1 60.00 60.00 Each. 182.72 10,963

37.0 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. Brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :

37.1 17.7.1 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 1 8.00 8.00 Each. 2764.40 22,115

38.0 17.5 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass lush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :

38.1 17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern 1 12.00 Nos 12.00 Each. 6469.00 77,628

39.0 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.

39.1 17.28.2.1 Flexible pipe 32mm dia pipe 1 40.00 40.00 Each. 104.40 4,176

40.0 17.32.2 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 453x357 mm

Toilet & Bath 1 8.00 8.00 Each. 857.00 6,856

41.0 17.29 Providing and fixing 100 mm sand cast Iron grating for gully trap. 1 25.00 25.00 Each. 45.20 1,130

42.0 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/l,

Drain Repair 1 20.85 Rmt 20.85 Each. 1087.90 22,683

43.0 19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.

43.1 19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Soak Pit 1 1.00 Nos 1.00 Each. 33603.40 33,603

44.0 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

45.0 Supplying and providing different labour for performing required work:-

45.1 0L01 Un Skilled labour 1 15.00 Nos 15.00 Each 405.36 6,080

45.2 0111 Carpenter 1st class 1 14.00 Nos 14.00 Each 547.10 7,659

45.3 0112 Carpenter 2nd class 1 14.00 Nos 14.00 Each 488.81 6,843

Note:- Rate inclusive of 15.0% C.P & O.H+12.0% GST+1.0% L.Cess

For 12.0% GST multipying factor 1.1405

46.0 CARRIAGE OF MATERIALS

46.2 Aggregate @ 2643.46/Cum 0.25 Cum. 2643.46 661

47.0 EXTRA COST OF MATERIALS

GRAND TOTAL 4,352,650

Junior Engineer Assistant Engineer Executive Engineer

Building Division, Building Division, Building Division,

Saran, Chapra. Saran, Chapra. Saran, Chapra.

Material Analysis

S.NO. Items Quantity Unit Cement Unit Sand Unit Aggregate Unit Brick Unit

1 18 to 20 mm thick Cement mortar (1:4) in repair Plaster 801.550 Sqm. 6.813 MT 19.213 Cum. - -

2 12 mm thick Cement mortar (1:3) in Plaster with punning 144.160 Sqm. 0.789 MT 2.222 Cum. - -

3 20mm thk. C.M(1:4) for Stone flooring 109.910 Sqm. 0.706 MT 2.825 Cum. - -

4 12 mm thick Cement mortar (1:3) in Wall tiles 144.950 Sqm. 0.793 MT 2.234 Cum. - -

Junior Engineer, Assistant Engineer, Executive Engineer,

Building Division, Building Division, Building Division,

Saran, Chapra. Saran, Chapra. Saran, Chapra.

Detailed estimate for the Campus development of Jannayak Karpuri Thakur Hostel at Bishunpura Chapra.

S.NO. S.O.R. CODE ITEM DESCRIPTION NO. LENGTH WIDTH HEIGHT QTY. UNIT RATE AMOUNT

1.0 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All Kinds of soil

Flag Hoisting Platform 4 1.55 0.45 0.60 1.67

Approach Road both side tow wall 2 65.20 0.45 0.45 26.41

Tree Platform 3.14 4.85 0.45 0.45 3.08

Total Qty. 31.16 Cum 360.70 11,239

2.0 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Approach Road 1 58.90 4.625 0.15 40.86

Approach Road 1 6.30 4.625 0.15 4.37

Paver Block Part-01 1 345.24 Sqm 0.30 103.57

Paver Block Part-02 1 1342.28 Sqm 0.30 402.68

Paver Block Part-03 1 507.38 Sqm 0.30 152.21

Flag Hoisting Platform footing 4 1.55 0.45 0.15 0.42

Approach Road both side tow wall 2 65.20 0.45 0.15 8.80

Flag Hoisting Platform Plinth 1 1.55 1.55 0.75 1.80

Tree Platform footing 3.14 4.85 0.40 0.08 0.46

Tree Platform Plinth 3.14 2.30 2.30 0.600 9.97

3.0 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,

Flag Hoisting Platform footing 4 1.55 0.40 2.48

Approach Road both side tow wall 2 65.20 0.275 35.86

Flag Hoisting Platform Plinth 1 1.55 1.55 2.40

Tree Platform footing 3.14 4.85 0.40 6.09

Tree Platform Plinth 3.14 2.30 2.30 16.61

Total Qty. 64.52 Sqm 283.30 18,279

4.0 11.73 Providing designation 100 A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,

Approach Road 1 58.90 4.625 272.41

Approach Road 1 6.30 4.625 29.14

Total Qty. 311.79 Sqm 444.80 138,684

5.0 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

5.1 4.1.3 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size)

Flag Hoisting Platform footing 4 1.55 0.40 0.075 0.19

Approach Road both side tow wall 2 65.20 0.40 0.075 3.91

Flag Hoisting Platform Plinth 1 1.80 1.80 0.075 0.24

Tree Platform footing 3.14 4.85 0.40 0.075 0.46

Tree Platform Plinth 3.14 2.30 2.30 0.100 1.66

Total Qty. 6.54 Cum 3998.10 26,148

6.0 6.1A Brick work with bricks of class designation 100A in foundations and plinth in :

6.1 6.1.14/A Cement mortar 1:6 (1 cement: 6 coarse sand )

Flag Hoisting Platform footing 4 1.55 0.25 0.975 1.51

Approach Road both side tow wall 2 65.20 0.125 0.275 4.48

Circular Steps 3.14 0.60 0.60 0.200 0.23

Tree Platform tow wall 3.14 4.85 0.25 0.750 2.86

Raising Septic Tank 2 7.00 0.25 0.600 2.10

Total Qty. 12.72 Cum 4819.90 61,309

7.0 13.17.1 Providing 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cement

Tree Platform tow wall 3.14 4.85 0.65 9.90

Tree Platform floor 3.14 2.50 2.50 19.63

Raising Septic Tank 4 7.00 0.25 0.60 4.20

Baffel Wall 4 2.75 0.60 6.60

Total Qty. 46.93 Sqm. 203.60 9,555

8.0 5.3 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size).

9.0 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Septic Tank Cover 8mm 10mm

Shorter bar 7 22 0.95 146.30

Longer bar 7 10 3.15 220.50

9.1 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 1 220.50 0.395 Kg/m 87.10 Kg 94.50 8,231

9.2 5.22.7B Thermo-Mechanically Treated bars TMTC-500-8mm dia. 1 146.30 0.620 Kg/m 90.71 Kg 92.60 8,400

10.0 13.82B Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacture's specifications including appropriate priming coat, preparation of surface, etc. complete.

10.1 13.82B.2 On concrete work

Area vide Item No. 07 1 46.93 Sqm 46.93 Sqm 122.70 5,758

11.0 16.42 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required ncluding consolidation finishing and tamping complete.

Approach Road 1 58.90 4.875 0.200 57.43

Approach Road 1 6.30 4.875 0.200 6.14

Total Qty. 65.62 Cum 4649.00 305,067

12.0 5.9 Centring and shuttering including strutting, propping etc. and removal of form for.

12.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete.

Approach Road 2 68.90 Rmt 0.20 27.56

Approach Road 2 6.30 Rmt 0.20 2.52

Total Qty. 30.08 Cum 211.60 6,365

13.0 11.79 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge:

13.1 11.79.1 (a) 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern.

Paver Block Part-01 1 345.24 Sqm 345.24

Paver Block Part-02 1 1342.28 Sqm 1342.28

Paver Block Part-03 1 507.38 Sqm 507.38

Less Septic Tank -1 7.00 3.25 -22.75

Net Area 2172.15 Sqm ……..(i)

13.2 11.79.2 (b) 80 mm thick c.c. paver block of M-35 grade with white colour design and pattern.

14.0 11.56 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete asper the architectural drawings with 18 mm thick stone slab over 20 mm (average)thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.

14.1 11.56.2 Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red.

Flag hoisting Platform floor 1 1.85 1.85 3.42

Flag hoisting Platform wall 1 1.80 1.80 0.60 4.32

Circular 3.14 1.20 dia 0.15 0.57

Total Qty. 9.70 Sqm 2374.30 23,031

15.0 8.3 Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.

15.1 8.3.2 Granite work

Flag hoisting Platform floor 4 1.85 Rmt 7.40

Circular 3.14 1.25 dia 3.93

Steps 2 1.85 Rmt 3.70

Total Qty. 17.07 Rmt 260.10 4,440

16.0 10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.).

Flag hoisting Platform @ 11.50 Kg/Sqm 4 1.70 11.50 0.80 62.56 Kg 546.80 34,208

17.0 14.81 Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per direction of Engineer-in-charge.

Cutting hole in Campus Boundary Wall 1 13.00 Nos 13.00 Each 136.40 1,773

18.0 0L01 Supplying and providing unskilled labour for campus cleaning work. 1 22.00 Nos 22.000 Each 405.36 8,918

Note:- Rate inclusive of 15.0% C.P & O.H+12.0% GST+1.0% L.Cess

For 12.0% GST multipying factor 1.1405

19.0 CARRIAGE OF MATERIALS

19.2 (iii) Coarse Sand @ 756.43/Cum 37.44 Cum. 756.43 28,323

20.0 EXTRA COST OF MATERIALS

GRAND TOTAL (A) 3,399,581

Junior Engineer Assistant Engineer, Executive Engineer

Building Division, Building Sub Division 02, Building Division,

Saran, Chapra. Saran, Chapra. Saran, Chapra.

Material Analysis

S.NO. Items Quantity Unit Cement Unit Sand Unit Aggregate Unit Brick Unit L/Sand Unit

1 Local Sand 726.76 Cum. 726.76 Cum.

2 100A B/F Soling 64.52 Sqm. 2081 Nos 0.97 Cum.

3 100A E/F Soling 311.79 Sqm. 16525 Nos 25.88 Cum.

4 80mm thick Paver Block 2172.15 Sqm. 70074 Nos 32.80 Cum.

6 RCC (1:2:4) Work 2.73 Cum. 0.870 MT 1.210 Cum. 2.430 Cum.

7 Brick Work with C.M (1:6) 12.72 Cum. 0.800 MT 3.400 Cum. 6284 Nos

8 12 mm thick Cement mortar (1:3) in Wall tiles 46.930 Sqm. 0.257 MT 0.723 Cum. - -

100A Bricks 24890 Nos

80mm Paver Block 70074 Nos

Junior Engineer, Assistant Engineer, Executive Engineer,

Building Division, Building Sub Division 01, Building Division,

Saran, Chapra. Saran, Chapra. Saran, Chapra.

BILL OF QUANTITY

Name of Work:-Renovation of Jannayak Karpuri Thakur Hostel Building, Septic tank and approach Road Bishunpura at Dist. Chapra, Saran.

S.NO. S.O.R. CODE ITEM DESCRIPTION QTY. UNIT RATE AMOUNT REMARKS Hostel Campus Total Qty. Amount

1.0 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All Kinds of soil 31.16 Cum 360.70 11,239 31.16 31.16 11,239.00 11,239.00 0.00 11,239.00

2.0 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 726.76 Cum 287.30 208,798 726.76 726.76 208,798.00 208,798.00 0.00 208,798.00

3.0 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 64.52 Sqm 283.30 18,279 64.52 64.52 18,279.00 18,279.00 0.00 18,279.00

4.0 11.73 Providing designation 100 A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 311.79 Sqm 444.80 138,684 311.79 311.79 138,684.00 138,684.00 0.00 138,684.00

5.0 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 0.00 0.00 0.00

5.1 4.1.3 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 6.54 Cum 3998.10 26,148 6.54 6.54 26,148.00 26,148.00 0.00 26,148.00

6.0 6.1A Brick work with bricks of class designation 100A in foundations and plinth in : 0.00 0.00 0.00

7.0 5.3 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings, balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). 2.73 Cum 5335.90 14,567 2.73 2.73 14,567.00 14,567.00 0.00 14,567.00

8.0 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 0.00 0.00 0.00

8.1 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 87.10 Kg 94.50 8,231 87.10 87.10 8,231.00 8,231.00 0.00 8,231.00

8.2 5.22.7B Thermo-Mechanically Treated bars TMTC-500-8mm dia. 90.71 Kg 92.60 8,400 90.71 90.71 8,400.00 8,400.00 0.00 8,400.00

9.0 16.42 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required ncluding consolidation finishing and tamping complete. 65.62 Cum 4649.00 305,067 65.62 65.62 305,067.00 305,067.00 0.00 305,067.00

9.0 5.9 Centring and shuttering including strutting, propping etc. and removal of form for.

9.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 30.08 Cum 211.60 6,365 30.08 30.08

10.0 11.79 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge: 0.00 0.00 0.00

10.1 11.79.1 (a) 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern. 434.43 Sqm 956.40 415,489 434.43 434.43 415,489.00 415,489.00 0.00 415,489.00

10.2 11.79.2 (b) 80 mm thick c.c. paver block of M-35 grade with white colour design and pattern. 1737.72 Sqm 906.10 1,574,548 1737.72 1737.72 1,574,548.00 1,574,548.00 0.00 1,574,548.00

11.0 11.56 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete asper the architectural drawings with 18 mm thick stone slab over 20 mm (average)thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 0.00 0.00 0.00

11.1 11.56.2 Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red. 9.70 Sqm 2374.30 23,031 9.70 9.70 23,031.00 23,031.00 0.00 23,031.00

12.0 8.3 Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 0.00 0.00 0.00

13.0 10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). 62.56 Kg 546.80 34,208 62.56 62.56 34,208.00 34,208.00 0.00 34,208.00

14.0 14.81 Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per direction of Engineer-in-charge. 13.00 Each 136.40 1,773 13.00 13.00 1,773.00 1,773.00 0.00 1,773.00

15.0 15.13 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 meters lead. 0.00 0.00 0.00

16.0 15.56 DISMANTLING OF PLASTER 0.00 0.00 0.00

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead 182.71 Sqm. 21.70 3,965 182.71 182.71 3,965.00 3,965.00 3,965.00 0.00

17.0 15.23 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 0.00 0.00 0.00

18.0 14.1 REPAIRS TO PLASTER IN TO PATCHES 0.00 0.00 0.00

Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. 801.55 Sqm. 237.20 190,128 801.55 801.55 190,128.00 190,128.00 190,128.00 0.00

19.0 13.80 REMOVING OR SCRAPING OLD PAINT 0.00 0.00 0.00

Removing dry or oil bound distemper by scraping, sand paper and preparing the surface smooth including necessary repari scratches tec. Complete 9369.21 Sqm 9.70 90,881 9369.21 9369.21 90,881.00 90,881.00 90,881.00 0.00

20.0 10.44 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer_In_charge. 159.75 Sqm 101.30 16,183 159.75 159.75 16,183.00 16,183.00 16,183.00 0.00

21.0 9.53 Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts,nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 30.00 Each 130.80 3,924 30.00 30.00 3,924.00 3,924.00 3,924.00 0.00

22.0 10.5 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer. 0.00 0.00 0.00

22.1 10.5.2 Using flats 30x6 mm for diagonal braces and central cross piece. 8.61 Sqm 3467.90 29,859 8.61 8.61 29,859.00 29,859.00 29,859.00 0.00

23.0 9.20 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 0.00 0.00 0.00

23.1 9.20.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 88.56 Sqm 2578.00 228,308 88.56 88.56 228,308.00 228,308.00 228,308.00 0.00

24.0 26.86 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm, modulus of elasticity 900 N/mm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for Separately). 0.00 0.00 0.00

Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. 0.00 0.00 0.00

25.0 26.87 Providing and fixing factory made single extruded WPC {Wood Polymer Composite} solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 Suspension Grade), calcium carbonate and natural fibers {wood powder/ rice husk/wheat husk) and non toxic additives {maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800N {Face) & 900N (Edge), minimum compressive strength 50 N/mm, modulus of elasticity 850 N/mm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In• Charge. {Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 0.00 0.00 0.00

26.0 11.26 Kota stone slab flooring over 20 mm (average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand ) 6.31 Sqm 1252.70 7,905 6.31 6.31 7,905.00 7,905.00 7,905.00 0.00

27.0 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 144.95 Sqm 795.00 115,235 144.95 144.95 115,235.00 115,235.00 115,235.00 0.00

28.0 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete. 6.66 Sqm 686.80 4,574 6.66 6.66

29.0 11.20 Chequerred precast cement concrete tiles 22 mm thick with marbie chips of size 6 mm in footpath & coutyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning tec. Complete on 20 mm thick bed of cement mortar 1:4(1 cement:4 coarse sand) 0.00 0.00 0.00

30.0 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 0.00 0.00 0.00

30.1 9.48.2 Fixed to openings/ wooden frames with rawl plugs screws etc 264.60 Kg 161.10 42,627 264.60 264.60 42,627.00 42,627.00 42,627.00 0.00

31.0 13.80.A.2 2.0 MM WHITE CEMENT PUTTY 0.00 0.00 0.00

Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 10170.76 Sqm 105.40 1,071,998 10170.76 10170.76 1,071,998.00 1,071,998.00 1,071,998.00 0.00

32.0 13.48 INTERNAL WALL AND CEILING PAINT 0.00 0.00 0.00

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. 0.00 0.00 0.00

32.1 13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm. 10170.76 Sqm 117.30 1,193,030 10170.76 10170.76 1,193,030.00 1,193,030.00 1,193,030.00 0.00

33.0 13.82 PAINT OVER WOOD AND MS WORK 0.00 0.00 0.00

Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: 0.00 0.00 0.00

34.0 13.82B Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacture's specifications including appropriate priming coat, preparation of surface, etc. complete. 0.00 0.00 0.00

35.0 22.18 Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2 mm thick water proofing membrance, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/ sqm by the same membrance manufacture of density at 25°C, 0.87 - 0.89 kg/ litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/ 5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane. 933.48 Sqm 354.80 331,199 933.48 933.48 331,199.00 331,199.00 331,199.00 0.00

36.0 13.17.1 Providing 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cement 191.09 Sqm. 203.60 38,906 144.16 46.93 191.09 38,906.00 38,906.00 29,351.00 9,555.00

37.0 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 25.00 Each. 434.20 10,855 25.00 25.00 10,855.00 10,855.00 10,855.00 0.00

38.0 18.52.1 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore 24.00 Each. 594.80 14,275 24.00 24.00 14,275.00 14,275.00 14,275.00 0.00

39.0 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

40.0 18.18 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete

41.0 18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) :

41.1 18.19.2.1 32 mm nominal bore Horizontal 2.00 Each. 677.60 1,355 2.00 2.00

41.2 18.19.2.2 32 mm nominal bore Vertical 2.00 Each. 777.90 1,556 2.00 2.00

42.0 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 0.00 0.00 0.00

43.0 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. 0.00 0.00 0.00

44.0 14.5.2 RENEWING GLASS PANES WITH PUTTY 0.00 0.00 0.00

Renewing glass panes, with putty and nails wherever necessary: 0.00 0.00 0.00

Float glass panes weighing 10 kg/m2 (4mm thick glass) 44.99 Sqm 1026.90 46,200 44.99 44.99 46,200.00 46,200.00 46,200.00 0.00

45.0 9.96 Providing and fixing aluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete: 0.00 0.00 0.00

46.0 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ), transparent or dyed to required colour or shade, with necessary screws etc. complete: 0.00 0.00 0.00

47.0 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete: 0.00 0.00 0.00

48.0 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 0.00 0.00 0.00

49.0 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 0.00 0.00 0.00

50.0 12.80 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete 0.00 0.00 0.00

51.0 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. Brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : 0.00 0.00 0.00

51.1 17.7.1 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 8.00 Each. 2764.40 22,115 8.00 8.00 22,115.00 22,115.00 22,115.00 0.00

52.0 17.5 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass lush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : 0.00 0.00 0.00

52.1 17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern 12.00 Each. 6469.00 77,628 12.00 12.00 77,628.00 77,628.00 77,628.00 0.00

53.0 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 0.00 0.00 0.00

54.0 17.32.2 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 453x357 mm 8.00 Each. 857.00 6,856 8.00 8.00 6,856.00 6,856.00 6,856.00 0.00

55.0 17.29 Providing and fixing 100 mm sand cast Iron grating for gully trap. 25.00 Each. 45.20 1,130 25.00 25.00 1,130.00 1,130.00 1,130.00 0.00

56.0 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/l, 20.85 Each. 1087.90 22,683 20.85 20.85 22,683.00 22,683.00 22,683.00 0.00

57.0 19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 0.00 0.00 0.00

57.1 19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1.00 Each. 33603.40 33,603 1.00 1.00 33,603.00 33,603.00 33,603.00 0.00

58.0 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

59.0 Supplying and providing different labour for performing required work:- 0.00 0.00 0.00

Note:- Rate inclusive of 15.0% C.P & O.H+12.0% GST+1.0% L.Cess 0.00 0.00 0.00

For 12.0% GST multipying factor 1.1405 0.00 0.00 0.00

60.0 CARRIAGE OF MATERIALS 0.00 0.00 0.00

61.0 EXTRA COST OF MATERIALS 0.00 0.00 0.00

(B) Correction factor 0.982 on (A) 7612692 7,729,072.00

(C ) Add @ 5.36% for Balance GST of (B) 408040 7589948.704

Executive Engineer

Building Division,