CONSTRUCTION OF COMBINED (MALE & FEMALE) HAZAT BUILDING (G+1) IN CAMPUS OF CIVIL COURT, SHEKHPURA

GOVERNMENT OF BIHAR

BUILDING CONSTRUCTION DEPARTMENT

BUILDING DIVISION SHEKHPURA

CONSTRUCTION OF COMBINED (MALE & FEMALE) HAZAT BUILDING (G+1) IN CAMPUS OF CIVIL COURT, SHEKHPURA

ESTIMATED COST Rs.148.994 Lacs

GOVERNMENT OF BIHAR

BUILDING CONSTRUCTION DEPARTMENT

BUILDING DIVISION SHEKHPURA

CONSTRUCTION OF COMBINED (MALE & FEMALE) HAZAT BUILDING (G+1) IN CAMPUS OF CIVIL COURT, SHEKHPURA

A.A RS-149.66 Lacs

Estimated Cost :- Rs.14899358.00

This Estimate Amounting to Rs:-14964987.0 For is prepared for CONSTRUCTION OF COMBINED (MALE & FEMALE) HAZAT BUILDING (G+1) IN CAMPUS OF CIVIL COURT, SHEKHPURA as per refrence of above Letter. This Estimate is framed based on the estimate of technical approval, this is mainly Part wise of all structure which is seen as per "ABSTRACT OF COST" & "ESTIMATE"attached with the Estimate.The estimate for Building portion (civil work) is framed as per approved design of the different parts of the Building, PHE work, septic tank, Boring, RWH, Furniture,Fire Fighting and Electrical work (only amount) is proposed in the Estimate, the rates of furniture is based on approved rate . All the Civil works are Proposed based on The rates provided in this Estimate are as per B.C.D. Schedule of rate of Bihar Government effective from 01/01/2022.Taking in view the work importance its Technical Sanction of this Estimate is required.

Junior Engineer Asst. Engineer Executive Engineer

B.C.D Shekhpura B.C.D Shekhpura B.C.D Shekhpura

GENERAL ABSTRACT

CONSTRUCTION OF COMBINED (MALE & FEMALE) HAZAT BUILDING (G+1) IN CAMPUS OF CIVIL COURT, SHEKHPURA

Sl.No Particulars Estimated Amount (Rs.)

A Cost of Civil Work Rs. 9550842.00

B Cost of PHE Work Rs. 1292718.00

C Cost of ROAD WORK Rs. 1008798.00

D Cost of Fire fighting Rs. 142000.00

E Cost of Bounadrywall Rs. 897972.05

F SOR+DSR+Non Schedule Amount Rs. 12892330.05

G NonSchdule Amount Rs. 157650.00

H SOR+DSR Amount Rs. 12734680.05

I Correction factor 0.982 on SOR Item Rs. 12505456.00

J ADD GST=5.36% Rs. 670292.00

K SUB TOTAL Rs. 13333398.00

L Contingency @ 1% on 100 Lac Rs. 133334.00

M Cost of Electrical work Rs. 1432626.00

G. TOTAL Rs. 14899358.00

Junior Engineer Asst. Engineer Executive Egineer

B.C.D Shekhpura B.C.D Shekhpura B.C.D Shekhpura

CONSTRUCTION OF COMBINED (MALE & FEMALE) HAZAT BUILDING (G+1) IN CAMPUS OF CIVIL COURT, SHEKHPURA

DETAILS OF ESTIMET AND COSTING (SOR=2022)

Sl. SOR CODE Item of Works Length Width Height Quantity Unit Rate Amount

in Meter in Meter in Meter

1 2.6.1 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 surplusx cavated soil as directed, within a lead of 50 m. All Kinds of soil

Foundation Connecting Beam

Along grid- A 1 3.600 0.650 1.575 3.686 CUM

Along grid- B 1 3.115 0.650 1.575 3.189 CUM

Along grid- C 1 3.115 0.650 1.575 3.189 CUM

Along grid- D 1 3.600 0.650 1.575 3.686 CUM

2 2.27 Extra for every additional lift of 1.5 m or part thereof in :

2.27.1 Ali kinds of soil.

Below Foundations- 237.129 X 0.250 33.876 CUM

Below Connecting Beam- 44.830 X 0.075 2.135 CUM

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Below Foundations-

Under Plinth=0.900-0.075-0.1=0.725

4 Derived Providing designation 100 A one brick flat soling joints filled with local sand including cost of atering, taxes, royalty all complete as per building pecification and direction of E/l,

Connecting Beam 1 43.790 0.250 10.948 SQM

Along Seat 4 11.77 0.85 40.033 SQM

Along Seat 4 5.18 1.35 27.988 SQM

Along Seat 4 4.20 0.85 14.280 SQM

5 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.cum 1Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size)

entry stair 1 2.921 0.610 0.100 0.178 CUM

In Floor ( Area of B.F.S) 154.065 X 0.075 11.550 CUM

6 5.33.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete

5.33.1.1 All work upto plinth level

Foundation Connecting Beam 1 53.80 0.250 0.450 6.052

Column up to EGL- 4 0.35 0.50 1.00 0.700

Column up to EGL- 12 0.40 0.50 0.75 1.800

Column EGL to PL 4 0.35 0.50 0.90 0.630

Column EGL to PL 12 0.40 0.50 0.90 2.160

7 5.33.2.1 All works above plinth level upto floor V level

Column up to 1 st Floor Lvl 4 0.35 0.50 3.66 2.561

Column up to 1 st Floor Lvl 12 0.40 0.50 3.66 8.780

Column up to 2nd Floor Lvl 4 0.35 0.50 3.66 2.561

Column up to 2nd Floor Lvl 12 0.40 0.50 3.66 8.780

Parapet Terrace 4 0.35 0.50 1.20 0.840

Parapet Terrace 8 0.40 0.50 1.20 1.920

Parapet Mumty 4 0.40 0.50 0.45 0.360

8 5.33.2.1 All works above plinth level upto floor V level

Less Staircase -1 5.36 2.69 0.135 -1.946 CUM

Less Staircase -1 5.36 2.69 0.135 -1.946 CUM

Lintel Bend 1 184.93 0.25 0.150 7.233 CUM

Chajja- whole 2 53.96 0.45 0.075 3.643 CUM

Parapet Bend 1 53.96 0.25 0.150 2.024 CUM

Landing Beam 1 2.69 0.25 0.325 0.219 CUM

Basin Platform 6 1.50 0.85 0.100 0.765 CUM

Mumty Slab 1 5.36 2.69 0.135 1.946 CUM

Waist slab 4 3.15 1.40 0.175 3.087 CUM

9 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 26.902 15% 4035.299 KG 94.50 381,336.00

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. 26.902 20% 5380.398 KG 92.60 498,225.00

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. 26.902 10% 2690.199 KG 90.80 244,270.00

5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia. 26.902 25% 6725.498 KG 91.70 616,728.00

5.22.7E Thermo-Mechanically Treated bars TMTC-500-20mm dia. 26.902 15% 4035.299 KG 91.70 370,037.00

5.22.7E Thermo-Mechanically Treated bars TMTC-500-25mm dia. 26.902 15% 4035.299 KG 91.70 370,037.00

Total= 26.902 MT

10 5.9 Centring and shuttering including strutting, propping etc. and removal of form for.Foundations, footings, bases of columns etc. for mass concrete.

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

Foundations connecting Beam 2 53.80 0.45 48.416

Column up to EGL- 4 1.70 - 1.15 7.820

Column up to EGL- 12 1.80 - 1.15 24.840

Column EGL to PL 4 1.70 - 1.20 8.160

Column EGL to PL 12 1.80 - 1.20 25.920

b 5.9.6 Columns,Pillars, Piers, butmentsPosts and Struts

Column up to 1 st Floor Lvl 4 1.70 - 3.66 24.878

Column up to 1 st Floor Lvl 12 1.80 - 3.66 79.024

Column up to 2nd Floor Lvl 4 1.70 - 3.66 24.878

Column up to 2nd Floor Lvl 12 1.80 - 3.66 79.024

Parapet Terrace 4 1.70 1.20 8.160

Parapet Terrace 8 1.80 1.20 17.280

Parapet Mumty 4 1.80 0.45 3.240

c 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers.

Plinth Band 2 115.54 0.15 34.662

Lintel Bend 1 184.93 0.30 55.479

Parapet Bend 2 53.96 0.15 16.189

Landing Beam 2 2.69 0.30 1.614

d 5.9.3 Centring and shuttering including strutting,propping etc. and removal of form for. Suspended floors, roots, landings, balcnies and access platform.

Deduct staircase 1 5.36 2.69 -14.418

Deduct staircase 1 5.36 2.69 -14.418

Mumty Roof 1 5.36 2.69 14.418

e 5.9.7 Stairs,(excluding landings

Waist Slab 2 3.15 1.40 8.820

f 5.9.16.1 Under 20 cms wide

g 5.9.19 Weather shade,Chajjas, corbels etc. including edges

11 6.1.14C Brick work with bricks of class designation FLYASH in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ).

12 6.1.12c Brick work with bricks of class designation FLYASH in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ).

13 6.1.14C+6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) Extra tor Brick work in superstructure above plinth level upto floor V cum

14 6.1.12C+ 6.3C Half brick masonry with bricks of class designation100A in foundations and plinth in : Cement mortar 1:4 (1 cement: 4 coarse send) Extra for half Brick masonry in superstructure above pinth level upto floor V level.

15 10.18 Providing and fixing M.S.fan clamp type I or II of 16 mm dia.M.S. bar bent to shape with hooked ends in R.C.C slabs during laying including painting the exposed portion of loop,all as per standard design complete.

16 10.15.2.1 Providing and fixing pressed steel door confirming IS code 4351 manufactured from commerical mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm profile C

17 9.21.1 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type,core of block board construction with frame of 1 st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

18 9.48.1 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. Fixed to openings/ wooden frames with rawl plugs screws etc

19 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.).

Stair Hand Railing

20 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 ordyed to required colour or shade, with nuts and screws etc. complete:

21 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:

22 21.10 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / aneling,C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

A 21.1.1.1 For fixed portion Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

for fixed portion 0.40 7.72 8.00 kg/sqm 24.704 Kg 386.10 9,538.00

B 21.1.2.1 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

23 10.4 Providing and fixing 1 mm thick M.S.sheet sliding - shutters with frame and diagonal braces of 40x40x6 mm angle iron,3 mm M.S. gusset plates at the junction and corners, 25 mm dia pulley, 40x40x6 mm angle and T-iron guide at the top bottem respectively including applying a priming coat of approved steel primer. 2.21 Sqm - 2.210 Sqm 4279.90 9,459.00

24 13.11.4 12 mmCement plaster in course sand 1:6(1 cement: 6 coarse sand)

Hazat for 45 Prisoners 2 8.73 6.27 3.35 201.000

Hazat for 45 Prisoners 2 8.73 6.27 3.35 201.000

25 13.24.2 6 mm cement plaster to ceiling of mix : 1:4(1 cement: 4 coarse sand)

Hazat for 45 Prisoners 2 8.73 6.27 109.496

Hazat for 45 Prisoners 2 8.73 6.27 109.496

26 13.12 15 mm cement plaster on rough side of single or half brick wall of mix.

13.12.2 1:4(1 cement: 4 coarse sand )

FGL to Terrace. 1 53.35 11.17 595.920

28 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.

29 11.39 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1 st quality conforming to IS : 13755 of NITCO , ORIENT , SOMANY , KAJARIA or equivalent 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 grouting the joints with white cement and matching pigments etc, complete.

30 11.41.2 Providing and laying vitrifed floor tiles in different sizes {thickness to be specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS : 15622

Hazat for 45 Prisioner 4 6.20 8.73 216.331

31 11.46.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % andconforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600 x 600 mm.

Hazat for 45 Prisioner 4 6.20 8.73 0.10 11.939

32 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

11.26.1 20 to 25 mm thick -

Stair Room 1 5.36 2.69 14.418

33 11.27 Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm

34 13.46.1 Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primer Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade New work (three or more coats)

vide item no 31 (outer) 752.040

35 13.80A.2 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

Qty. Vide Item No. 13.11.4 Inner wall 1172.990

Qty. Vide Item No.13.24.2 Ceiling 309.003

Qty. Vide Item No.13.12.2 15mm Plaster 752.040

36 13.77.2 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade .New work (two or more coats ) over and including priming coat with cement primer

Qty. Vide Item No. 13.11.4 1172.990

Qty. Vide Item No. 13.24.2 309.003

37 13.82.1/13.82.2 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats) With ready mixed zinc chromate yellow primer of approvedbrand and manufacture on steel alvanized iron/steelworks

Pressed steel door frame 15.000

MS Sheet door 5.525

MS Grill 83.361

38 12.39 Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 over P.V.C sheet. 16.000 No 189.40 3,030.00

39 22.8 Providing and laying integral cement based water proofing treatment including prepatation of surface as required for treatment of roofs, balconies , terraces etc, consisting of following operations. (a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with proprietary water -proofing compound cleaning the surface before treatment, (b) Laying cement concrete using broken bricks / brick bats 25 mm to 100 mm size with 50 % of cement mortar 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water proofing compound conforming to IS : 2645 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water froofing compound conforming to IS 2545 to reuired slope and treating similary the adjoining walls upto 300 mm height including rounding of junctions, or walls ad slabs. (c) After two days of proper curing applying a secoung coat of cement slurry admixed with proprietary water proofing compound conforming to IS : 2645. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand ) admixed with proprietary water proofing compound conforming to IS : 2645 and finally finishing the surface with trowel with neat cement slurry and making of 300 x 300 mm square. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test, All above operations to be done in order and as directed and specifed by the Engineer-in-Charge

22.8.1 With average thickness of 120 mm and minimum thickness at khurras point to be 65

40 4.17 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth 53.96 1.05 56.662 Sqm 436.60 24,738.00

41 Carriage of Material-

b. Coarss Sand 184.27 CUM 878.06 161,800.00

c. Stone Chips 189.14 CUM 4425.5 837,042.00

d. Local Sand (1+2 Km) 177.62 CUM 310.47 55,146.00

42 Extra Cost of Material

Total CIVIL Cost 9,550,842.00

Junior Engineer Asst. Engineer Executive Engineer

B.C.D Shekhpura B.C.D Shekhpura B.C.D Shekhpura

Material Statement

S.N. Item Unit Quantity Cement (Bag) C.Sand (CUM) S.Chips(CUM) Bricks (Nos) L.Sand (CUM)

10 ceramic floor tile sqm 0.000 0.00 0.000

11 ceramic wall tiles sqm 155.623 22.22 2.334

12 vitrifies tiles sqm 447.353 81.60 6.710

13 Korta Stone SQM 72.065 12.25 1.081

B.C.D Shekhpura B.C.D Shekhpura B.C.D Shekhpura

CONSTRUCTION OF COMBINED (MALE & FEMALE) HAZAT BUILDING (G+1) IN CAMPUS OF CIVIL COURT, SHEKHPURA

Summary of Cost OF PHE WORKS

Sl. No. Particulars Estimated Amount (Rs.)

1 WATER SUPPLY WORKS RS : 309,022.50

2 SANITARY INSTALLATION RS : 288,369.20

3 SEWARAGE & DRAINAGE RS : 153,439.20

4 Boring RS : 144,251.00

5 SEPTIC TANK RS : 209,429.41

6 RWH 02Nos RS 188,206.62

B.C.D Shekhpura B.C.D Shekhpura B.C.D Shekhpura

CONSTRUCTION OF LAWYER'S HALL IN CAMPUS OF CIVIL COURT ,MASAURHI, IN PATNA YEAR-2023-24

ABSTRACT+ESTIMATE PHE WORKS

Sl. No. SOR-22 Code Description of Work Qnty. Unit Rate (Rs.) Amount (Rs.)

WATER SUPPLY WORKS

1 18.07 Providing and fixing Chlorinated Polyvinyl Chloride(CPVC pipes,having thermal stability for hot & cold water supply,

Internal work - Exposed on wall

18.7.3 25mm nominal outer dia pipe 250.00 Metre 317.30 79325.00

18.7.4 32mm nominal outer dia pipe 125.00 Metre 395.20 49400.00

2 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including allCPVC plain & brass threaded fittings, including fixing the pipe withclamps at 1.00 m spacing.

Concealed work, including cutting chases and making good the walls etc.

2 18.8.2 20mm nominal outer dia Pipes 125.00 Metre 350.80 43850.00

3 18.16 Providing and fixing brass stop cock of approved quality (screwed end).

18.16.1 15mm nominal bore 20.00 Each 303.80 6076.00

18.16.2 20mm nominal bore 20.00 Each 328.00 6560.00

4 18.17 Providing and fixing brass gate valve with C.I. wheel of approved quality (screwed end).

18.17.1 25mm nominal bore 20.00 Each 532.30 10646.00

18.17.2 32mm nominal bore 20.00 Each 589.90 11798.00

5 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end)

25mm nominal bore

6 18.21 Providing and fixing uplasticised PVC connectionpipe with brass ions

18.21.2.1 15 mm nominal bore 10.00 Each 85.20 852.00

7 18.49.1 Providing and fixing C.P. brass,bib cock of approved quality conforming to IS : 8931 20.00 Each 434.20 8684.00

8 18.50 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS stamdards and weighing notless than 810 gms.

18.50.1 15 mm nominal bore 10.00 Each 715.10 7151.00

9 18.51 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS stamdards and weighing notless than 690 gms.

18.51.1 15 mm nominal bore 10.00 Each 708.40 7084.00

10 18.52 Providing and fixing C.P brass stop cock (concealed) of standard design and of approved mark conforming to IS:8931

18.52.1 15mm nominal bore 5.00 Each 594.80 2974.00

11 18.53 Providing and fixing C.P brass angle valve for basin mixer and gyser points of approved quality conforming to IS: 8931

18.53.1 15mm nominal bore 10.00 Each 500.40 5004.00

12 18.76 Cutting holes up to 30 x 30 cm in walls including making good the same:

18.76.1 With common burnt clay F.P.S. (non modular) bricks 20.00 Each 198.50 3970.00

13 18.77 Cutting holes up to 15 x 15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) including finishing complete so as to make it leak proof. 25.00 Each 217.10 5427.50

14 18.48 PVC water tank 4000.00 litre 9.70 38800.00

15 18.79 Making holes up to 20 x 20 cm and embedding pipes upto 150 mm in diametre in masonary and filling with cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) including dispopsal of malba. 10.00 Each 115.70 1157.00

Sub total (Water Supply works) : Rs. 309022.50

SANITARY INSTALLATION

16 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 :

17.7.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 8.00 Each 2369.90 18959.20

17 17.8 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings 8.00 Each 1500.00 12000.00

18 17.28 Providing and fixing P.V.C waste pipe for sink or wash basin including P.V.C waste fittings complete.

19 17.31 Providing and fixing 600 x 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers comelete. 8.00 Each 1068.50 8548.00

20 17.33 Providing and fixing 600 x 120 x 5 mm glass shelf with edges rounded off supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc. complete 8.00 Each 713.30 5706.40

21 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.

17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm an effective height of 88 mm, weighthan 190 gms 16.00 Each 424.00 6784.00

22 12.78 Providing and fixing on wall face unplasticised PVC (working pressure 4 kg per sqcm) rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.

23 12.79 Providing and fixing on wall face unplasticised PVC moulded fittings / accessories for unplasticised-PVC rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.

Single pushfit Coupler:

Single tee with door

Single tee without door

24 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 or required length including cutting brick work and fixing on cement mortar (1:4) 1 cement:4 coarse sand and making good the wall etc. complete.

25 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. 10.00 Each 47.90 479.00

26 17.1 Providing and fixing water closet squatting pan (Indian type W.C pan) with 100mm sand cast iron P or S trap, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.

17.1.1 White Vitreous china Orissa Pattern W.C pan of size 580x440mm with integral type foot rests. 8.00 Each 4470.90 35767.20

27 17.2 Providing and fixing white vitreous china pedastal type water closet (European type W.C pan) with seat and lid, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.

17.2.1 W.C pan with ISI marked white solid plastic seat and lid. 8.00 Each 4230.00 33840.00

28 17.10 Providing and fixing Salem Stainless Steel A ISI 304 (18/8) kitchen sink as per I.S 13983 with C.I brackets and stainless steel plug 40mm including painting of fittings and brackets, cutting and making good the walls wherever required.

Kitchen sink with drain board

29 17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less than 105gms. 16.00 Each 146.30 2340.80

30 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 unionsand 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, includingpainting of fittings and cutting and making good the walls and floors wherever required :

17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern 8.00 Each 6469.00 51752.00

31 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200mm wide with a minimum distances of 37mm fromwall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 90 gms. 16.00 Each 204.70 3275.20

Sub total ( SANITARY INSTALLATION) : Rs. 288369.20

SEWARAGE & DRAINAGE

32 19.1 Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.

19.1.2 150 mm diameter 50.00 Metre 464.30 23215.00

33 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes inlcuding bed concrete as per standard design.

19.2.2 150mm diameter S.W. pipe 50.00 Metre 494.40 24720.00

34 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :

19.4.3.1 180x150 mm size P type

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 15.00 Each 1994.10 29911.50

35 19.30.1 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mmthick with cement mortar 1:3 (1 cement : 3 coarse sand), finishedsmooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design

36 19.30.1.0 Inside dimensions 455x610 mm and 45 cm deep for single pipe line :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 10.00 Each 4266.80 42668.00

37 6.47A Brick drain 30.00 metre 1097.49 32924.70

Sub total (SEWARAGE & DRAINAGE) : Rs. 153439.20

SEPTIC TANK & SOCK PIT

Sl. No. Item Code Description Qty. Unit Rate Amount (Rs.)

1 2.6 Earth work in excavation over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m ; disposed earth to be levelled and neatly dressed.

2.6.1 All kinds of soil 20.00 cum 314.90 6298.00

2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 1.37 Cum 287.30 393.81

3 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

4.1.3 1:2:4 ( 1 Cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) 1.37 Cum 3998.10 5480.35

4 Derived Providing designation 100 A fly ash brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per specification and direction of E/I. 9.14 Per M2 290.04 2650.97

5 6.1A Brick work with bricks of class designation 100A in foundations and plinth in :

6.1.14C Cement mortar 1:6 ( 1 cement: 6 coarse sand) 3.41 Cum 4923.00 16810.81

6 6.1.12/1 Cement mortar 1 .:4 (1 cement: 4 coarse sand ) 5.46 cum 5116.30 27915.81

7 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cement 27.65 Sqm 203.60 5630.54

8 5.1 Providing and laying in position specified grade of reinforced cementconcrete excluding the cost of centring,shuttering,finishing andreinforcement-All work puto plinth level

5.1.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate20 mm nominal size) 1.54 Cum 4688.30 7221.38

9 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Total Cost Per Unit TOTAL (A) 84993.67

10 Carriage of Materials

Bricks (lead -1 km kutcha + 7 km pucca) 4731.00 ‰ No. 941.28 4453.20

Coarse Sand 4.06 cum 878.06 3567.98

Stone Chips 2.53 cum 4425.50 11193.02

Local sand (1 km kutcha + 2 km pucca) 1.51 cum 310.47 469.12

11 Diffrences cost of materials

Cement 38 bag 1 37.72

TOTAL (B) 19721.04

TOTAL (A+B) 104,714.71

2 No Septic tank 209,429.41

B.C.D Shekhpura B.C.D Shekhpura B.C.D Shekhpura

CONSTRUCTION OF COMBINED (MALE & FEMALE) HAZAT BUILDING (G+1) IN CAMPUS OF CIVIL COURT, SHEKHPURA

ESTIMATE SEPTIC TANK AND SOAK PIT WORKS

Sl.no. SR Ref. Item NO L B H Quantity Unit

1 2.6.1 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 anddisposal of surplus excavated soil as directed, within a lead of 50 m.

Septic tank 1 4.000 2.000 2.000 16.000 cum

2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Septic tank 1 4.000 2.000 0.150 1.200 cum

Total 1.371 cum

3 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,

Septic tank 1 4.000 2.000 8.000 sqm

Total 8.000 sqm

4 4.1.3 Providing and laying in position cement concrete 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mmnominal size)of specified gradeexluding the cost of centring and shuttering-all work upto plinth level

5 5.1.2 Providing and laying in position specified grade of reinforce cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work putoplinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate20 mm nominal size)

6 6.1.12A Brick work with bricks of class designation 100A in foundations and plinth inCement mortar 1 .:4 (1 cement: 4 coarse sand )

Net B/W 5.456 cum

7 6.1.14A Brick work with bricks of class designation 100A in foundations and plinth inCement mortar 1 .:6 (1 cement: 6 coarse sand )

Net B/W 3.415 cum

8 5.22.7B Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

2.5 kg per cft 154.030 Kg

9 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cement

Septic tank 2 3.500 1.800 12.600 sqm

Net C.P 27.655 sqm

10 362 S/F/F brick bats of soak pit……etc all complete

Calculation for material consumption

Item Qty Unit Cement Chips Sand Brick L.Sand

bags cum cum nos cum

Local sand filling 1.371 cum 1.371

Brick Flat Soling 8.000 sqm 258 0.120

12 mm plaster 27.655 sqm 1.99 0.426

B.C.D Shekhpura B.C.D Shekhpura B.C.D Shekhpura

CONSTRUCTION OF COMBINED (MALE & FEMALE) HAZAT BUILDING (G+1) IN CAMPUS OF CIVIL COURT, SHEKHPURA

Detail Estimate for Installation of 300mm dia 101 m deep gravel packed Boring with submersible Motor pump

S.No. Code Items Qty. Unit Rate Amount

1 24.1.1.1 Boring/drilling bore well of required dia for casing/strainer pipe by suitable method 300mm dia etc all complete job as per building specification & direction of E/I. 90.00 mtr 486.80 43,812.00

2 24.2.1.1 Boring/drilling bore well of required dia for casing/strainer pipe by suitable method 300mm dia etc all complete job as per building specification & direction of E/I. 11.00 mtr 567.90 6,247.00

3 24.3.2 Supplying assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well casing (CM) pipe of required 150mm dia etc all complete job as per building specification & direction of E/I. 11.00 mtr 660.10 7,261.00

4 24.4.1 Supplying assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipe of required 100mm dia etc all complete job as per building specification & direction of E/I. 90.00 mtr 573.10 51,579.00

5 24.8 Gravel packing in tubewell construction in accordance with IS:4097 including providing gravel line/medium/coarse in required grading and sizes etc all complete job as per building specification & direction of E/I. 3.00 cum 1343.20 4,030.00

6 24.13.1 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe 100mm dia etc all complete job as per building specification & direction of E/I. 1.00 no 189.70 190.00

7 24.14.1 Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell 100mm dia etc all complete job as per building specification & direction of E/I. 1.00 no 1448.40 1,448.00

8 24.15.1 Providing and fixing bail plug/bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (Part_1) 100mm dia etc all complete job as per building specification & direction of E/I. 1.00 no 228.30 228.00

9 18.9.4 Providing and fixing chlorinated Polyvinyl Chloride (CPVC) pipes havaing thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings this inludes jointing of pipe & fitting etc all complete job as per building specification & direction of E/I. 15.00 mtr 359.10 5,387.00

10 24.12 Development of tubewell in accordance with IS:2800 (Part_1) and IS:1189 to establism maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor running the compressor for required time etc all complete job as per building specification & direction of E/I. 8.00 hours 916.80 7,334.00

11 18.45 Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories. 1.00 no 1084.60 1,085.00

12 NS Supplying 1 H.P. Cromoton gravel submersible pump strainer with all accossories for running condition etc all complete job as per building specification & direction of E/I. 1.00 no 15650.00 15,650.00

Total 144,251.00

Junior Engineer Assistant Engineer Executive Engineer

B.C.D Shekhpura B.C.D Shekhpura B.C.D Shekhpura

Model Estimate for Recharge Pit for Other than Sandy Soil for Rain Water Harvesting System

S.no. Code Item Description N1 N2 D1 D2 D3 Quantity Unit Rate Amount

1 2.8 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.

2.6.1 All Kinds of soil

Connecting pipe 1 1.00 25.00 0.30 0.300 2.25

2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 0.00

3 Derived Providing designation 100 A Flyash 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. 0.00

4 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

4.1.5 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 0.00

5 6.1A Brick work with bricks of class designation 100A in foundations and plinth in : 0.00

6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand) 0.00

6 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement - All work upto plinth level. 0.00

5.1.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 0.00

7 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 0.00

5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 1 1.00 1.00 0.37 90.000 33.3 kg 94.50 3,146.85 6,293.70

8 5.9 Centring and shuttering including strutting,propping etc. and removal of form for. 0.00

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 0.00

9 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cement. 0.00

Recharge pit outer 1 1.00 3.14 1.70 0.375 2 0.00

Connecting base in side 1 1.00 2.00 1.40 0.950 2.66 0.00

10 24.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. 0.00

24.1.1 All types of soil 0.00

11 24.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 0.00

24.4.2 150 mm nominal size dia 15 metre 673.50 10,102.50 20,205.00

12 24.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. 1 0.79 1.24 1.24 0.500 0.6 cum 1,188.90 713.34 1,426.68

13 24.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 1 0.79 1.24 1.24 0.500 0.6 cum 1,195.60 717.36 1,434.72

14 24.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- Charge. 1 0.79 1.24 1.24 0.500 0.6 cum 1,195.60 717.36 1,434.72

15 24.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 0.00

16 24.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 0.00

17 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

12.78.2 110 mm diameter 0.00

For connection recharge 27 0.00

For building 33 0.00

18 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

12.79.5 Band 87.5 degree 0.00

19 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: 4 coarse sand and making good the wall etc complete. 0.00

20 19.30 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : 0.00

19.30.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line : 0.00

19.30.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 4 each 4,266.80 17,067.20 34,134.40

21 Carriage of materials : 0.00

Local Sand 0.96 cum 310.47 298.05 596.10

22 Extra cost of materials : 0.00

Cement 30 bag 1.00 30.00 60.00

Total Cost of Rain Water Harvesting 2 no. 94,103.31 188206.62

B.C.D Shekhpura B.C.D Shekhpura B.C.D Shekhpura

CONSTRUCTION OF COMBINED (MALE & FEMALE) HAZAT BUILDING (G+1) IN CAMPUS OF CIVIL COURT, SHEKHPURA

CAMPUS DEVELOPMENT AND APPROACH ROAD

S.No. Code Items N L B H Qty. Unit Rate Amount

1 2.25(A) Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead.

2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete

3 11.73 Providing designation 100 A one brick EDGE soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/.

4 4.1.2 Providing and laying in position cement concrete of specified grade exlusive the cost of centering and shuttering all work upto plinth work. 1:1.5:3(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size)

5 6.1.14c Brick work with bricks of class designation 100A in foundations and plinth in :Cement mortar 1:6 (1 cement: 6 coarse sand

A ROAD BOTH SIDE 2 162.00 2.00 0.830 537.840 cft

6 Carriage cost of Materials

A Coarse sand 39.142 cum 878.06 34,369.00

B Stone Chips 68.535 cum 4425.5 303,302.00

C Local sand 54.904 cum 310.47 17,046.00

7 Extra cost of Materials

A Cement 529.486 bags 1.00 529.00

MATERIAL STATEMENT

Sl.no Particulars of item Unit Qty. Cement C. Sand Stone Bricks L/Sand

1 Local sand cum 45.87 - - - - 45.87

2 Brick EDGE soling Sqm 301.12 - - - 17164 9.03

Junior Engineer Assistant Engineer Executive Engineer

B.C.D Shekhpura B.C.D Shekhpura B.C.D Shekhpura

CONSTRUCTION OF COMBINED (MALE & FEMALE) HAZAT BUILDING (G+1) IN CAMPUS OF CIVIL COURT, SHEKHPURA

Sl.No S.O.R Items of Work Qty. Unit Rate Amount

1 NS-1 Providing and fixing Carbon-di-oxide fire entinguishers consisting of welded M.S cylindrical body, squeeze lever discharge valve fitted with internal discharge tube 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket, confirming to IS : 15683 Capacity 4.5 kg ISI Marked. 6 2.00 2.00 2.00 2.00 10.00 Each 9850 98,500.00

2 NS-2 Providing and fixing ABC powder type fire extinguisher MONO Mmmonium Phosphate as extinguishing agent etc. Capacity 6 Kg ISI Marked 10.00 Each 4350 43,500.00

Fire fighting works : Rs. 142,000.00

J.E A.E E.E S.E

B.C.D Shekhpura B.C.D Shekhpura B.C.D Shekhpura BCD CIRCLE MUNGER

CONSTRUCTION OF COMBINED (MALE & FEMALE) HAZAT BUILDING (G+1) IN CAMPUS OF CIVIL COURT, SHEKHPURA

Outer Periphery Boundary Wall & Gate

Estimate of Cost

Sl. No./ Code. SOR-22 Description of Work Unit Qty. Rate (Rs.) Amount (Rs.)

1.1/ 2.8 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.

2.8.1 All kinds of soil cum 63.10 360.70 22,760.17

1.2/ 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead cum 44.46 123.90 5,508.59

1.3/ 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 4.73 287.30 1,358.93

1.4/ 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

4.1.5 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) cum 2.37 3434.00 8,138.58

2.0 Reinforced Cement Concrete Works

2.1/ 5.9 Centring and shuttering including strutting,propping etc. and removal of form for.

2.1.1/ 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 4.88 211.60 1,032.61

2.1.2/ 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick sqm 52.50 404.70 21,246.75

2.1.3/ 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts sqm 69.30 494.40 34,261.92

2.2/ 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars

2.3/ 5.33A Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete

2.3.1/ 5.33A.1 All work upto plinth level cum 9.17 4756.90 43,620.77

2.3.2/ 5.33A.2 All work from plinth level upto floor V level.

2.3.2.1/ 5.33A.2.1 Walls, columns, pillars, posts and struts cum 4.43 5293.50 23,450.21

2.3.2.2/ 5.33A.2.2 Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. cum 20.10 5677.20 114,111.72

5.33B Add or deduct for providing richer or leaner mixes respectively at all floorlevels.

5.33B.1 Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. Cum 20.10 164.5 3,306.45

4.1/ 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :

4.1.1/ 6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) - 250 mm th Brick work cum 17.06 4923.00 83,986.38

3.2/ 6.3c Extra for Brick work in superstructure above plinth level upto floor V cum cum 17.06 842.20 14,367.93

4.1/ 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as require

4.1.1/ 10.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works. kg. 730.00 114.60 83,658.00

5.0 Plaster & Finishing Works

5.1/ 13.11 12 mm cement plaster of mix

5.2/ 13.12 15 mm cement plaster on rough side of single or half brick wall of mix.

5.3/ 13.78 Applying one coat of cement primer of approved brand and manufacture on wall surface:

13.78.1 Cement primer sqm 56.93 38.60 2,197.50

5.4/ 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

13.79.1 New work (three or more coats) sqm 140.00 81.20 11,368.00

5.5/ 13.93 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:

13.93.1 Two or more coats on new work sqm 98.09 84.50 8,288.61

5.6/ 13.116 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in- Charge. Metre 140.00 47.10 6,594.00

6.0/ 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, Sqm 40.30 290.04 11,688.61

9.0 Carriage of Materials

(i) Bricks (lead - 1 km kutcha + 7 km pucca) per 1000 Nos. 9820 941.28 9,243.37

(ii) Coarse Sand cum 17.00 878.06 14,927.02

(iii) Stone Chips cum 19.00 4425.50 84,084.50

(iv) Local sand (1 km kutcha + 2 km pucca) cum 5.00 310.47 1,552.35

Extra cost of Material

A Cement Bag 200.00 1.00 200.00

J.E(BCD SHEKHPURA) A.E(BCDSHEKHPURA) E.E(BCD SHEKHPURA)

CONSTRUCTION OF COMBINED (MALE & FEMALE) HAZAT BUILDING (G+1) IN CAMPUS OF CIVIL COURT, SHEKHPURA

Outer Periphery Boundary Wall & Gate - 1 Nos.

Estimate of Quantity

(i) Front Boundary Wall with grill Length = 32.00 Rmtr.

Sl. No ITEM No. L B H/D Qty. Unit

Total Length of Front/ side/Rear Boundary wall = 35.00 Rmtr

Footings @2.4 m apart F1= 35.00 + 1.00 10.72 nos

Footings on Exp joint@45m CF1= 35.00 .=. 0.78 nos

1.1 Earth work in excavation in foundation trenches

1.2 Filling available excavated earth 63.10 2.37 11.22 2.68 44.46 m3

1.3 Supplying and Filling in plinth local sand 63.10 x 0.150 4.73 m3

1.4 Providing and laying in position cement concrete (1:3:6) 63.10 x 0.075 2.37 m3

2.0 Reinforced Cement Concrete Works

2.1 Centring and shuttering including strutting 8.00 1.35 1.65 0.150 3.60 m2

2.1.2 Lintels, beams, plinth beams

Tie Beam at E.G.L 2 35.00 0.300 21.00 m2

2.1.3 5.9.6 Columns, Pillars, Piers, Abutments, Post and struts

Column upto E.G.L 8 1.80 1.45 20.88 m2

Column E.G.L to F.G.L 8 1.80 2.40 34.56 m2

2.2 Reinforcement Steel TMT Bars

Foundation 6.49 cum @ 100.00 kg/m2 0.65 MT

Columns 7.10 cum @ 180.00 kg/m2 1.28 MT

Tie Beam 5.25 cum @ 130.00 kg/m2 0.68 MT

Band 1.97 cum @ 100.00 kg/m2 0.20 MT

2.3 Providing and laying R.C.C M20

2.3.1 All work upto plinth level

Column upto E.G.L 8 0.300 0.600 1.450 2.09 m3

All work upto plinth level 6.49 + 2.68 9.17 m3

2.3.2.1 Walls, columns, pillars,

Column E.G.L to F.G.L 8 0.300 0.600 2.400 3.46 m3

Column/stiffner tatal in super structure 4.43 m3

2.3.2.2 Beams, plinth beams

Deduction for stiffner (-) 11 0.300 0.600 0.300 0.59 m3

3.1 100 A Brick work in CM (1:6)

Deductions for stiffners (-) 10 0.250 0.250 2.100 1.31 m3

3.2 Extra for Brick work in super structure Qty. Same as above 17.06 m3

4.1 Steel work welded in built up section

M. S.Grill on front B/Wall 1 32.00 0.60 19.20 m2

Total quantity = 730.00 kg

5.0 Plaster & Finishing Works

5.1 12 mm cement plaster of mix 1 32.00 2.45 78.40 m2

5.2 15 mm cement plaster on rough side 1 32.00 2.45 78.40 m2

5.3 Applying one coat of cement primer 85.75 + 85.75 171.50 m2

5.4 Finishing walls with water proofing cement paint 85.75 + 85.75 171.50 m2

5.5 Painting with synthetic enamel paint

5.6 Forming groove of uniform size 2.00 35.00 2.00 140.00 m

6.0 100 A one brick flat soling in footings 63.10 ./ 2.00 31.55 m2

9.0 Carriage of Material

S.No. ITEM Qnty. Cement (t) Bricks (Nos.) Coarse sand (m3) Stone chip (m3) Local sand (m3)

1 Local sand filling 4.73 4.7

7 100 Brick Flat Soling 40.30 1289.60 0.60

T Nos. M3 M3 M3

J.E(BCD SHEKHPURA) A.E(BCDSHEKHPURA) E.E(BCD SHEKHPURA)

CONSTRUCTION OF COMBINED (MALE & FEMALE) HAZAT BUILDING (G+1) IN CAMPUS OF CIVIL COURT, SHEKHPURA

Sl. SOR CODE Item of Works Main Building PHE Septic tank Boring Road RWH Boundary wall Fire fighting Quantity Unit Rate Amount

1 2.6.1 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 surplusx cavated soil as directed, within a lead of 50 m. All Kinds of soil 281.959 40.000 17.840 339.80 Cum 314.90 107,003.00

2 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 surplusx cavated soil as directed, within a lead of 50 m. All Kinds of soil 63.100 63.10 Cum 360.70 22,760.00

3 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 44.460 44.46 Cum 123.90 5,509.00

4 2.27 Extra for every additional lift of 1.5 m or part thereof in :

5 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 171.758 2.741 45.870 1.660 4.730 226.76 Cum 287.30 65,148.00

6 Derived Providing class designation FLYASH brick flat soling joints filled with local sand including cost of atering, taxes, royalty all complete as per building pecification and direction of E/l, 390.873 18.280 17.500 40.300 466.95 Sqm 290.04 135,435.00

7 Derived Providingclass designation FLYASH Brick Edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/. 301.120 301.12 Sqm 450.21 135,567.00

8 4.1.8 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.cum 1Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 32.940 2.741 35.68 Cum 3998.10 142,658.00

9 4.1.2 Providing and laying in position cement concrete of specified grade exlusive the cost of centering and shuttering all work upto plinth work. 1:1.5:3(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 76.150 76.15 Cum 4420.80 336,644.00

10 4.1.5 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.cum 1Cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) 1.860 2.370 4.23 Cum 3434.00 14,526.00

11 5.33.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete

A 5.33.1.1 All work upto plinth level 83.300 83.30 Cum 5063.40 421,783.00

B 5.33.2.1 All works above plinth level upto floor V level 115.974 115.97 Cum 5863.20 679,976.00

12 5.1.2 Providing and laying in position specified grade of reinforced cementconcrete excluding the cost of centring, shuttering,finishing andreinforcement-All work puto plinth level1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate20 mm nominal size) 3.081 0.740 3.82 Cum 4688.30 17,912.00

13 5.33A Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete

5.33A.1 All work upto plinth level 9.170 9.17 Cum 4756.90 43,621.00

14 2.3.2/ 5.33A.2 All work from plinth level upto floor V level.

A 5.33A.2.1 Walls, columns, pillars, posts and struts 4.430 4.43 Cum 5293.50 23,450.00

B 2.3.2.2/ 5.33A.2.2 Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. 20.100 20.10 Cum 5677.20 114,112.00

15 5.33B Add or deduct for providing richer or leaner mixes respectively at all floorlevels.

5.33B.1 Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. 20.100 20.10 Cum 164.30 3,302.00

16 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

A 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 4035.299 66.600 1124.000 5225.90 Kg 94.50 493,847.00

B 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. 5380.398 271.965 899.200 6551.56 Kg 92.60 606,675.00

C 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. 2690.199 786.800 3477.00 Kg 90.80 315,712.00

D 5.22.7D Thermo-Mechanically Treated bars TMTC-500-16 to 25mm dia. 14796.095 14796.10 Kg 91.70 1,356,802.00

17 5.90 Centring and shuttering including strutting, propping etc. and removal of form for.Foundations, footings, bases of columns etc. for mass concrete.

A 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 183.634 3.040 4.880 191.55 Sqm 211.60 40,533.00

B 5.9.6 Columns,Pillars, Piers, butmentsPosts and Struts 258.085 69.300 327.38 Sqm 494.40 161,859.00

C 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. 695.538 52.500 748.04 Sqm 404.70 302,731.00

D 5.9.3 Centring and shuttering including strutting,propping etc. and removal of form for. Suspended floors, roots, landings, balcnies and access platform. 333.363 333.36 Sqm 437.50 145,846.00

E 5.9.7 Stairs,(excluding landings 29.610 29.61 Sqm 439.90 13,025.00

G 5.9.19 Weather shade,Chajjas, corbels etc. including edges 56.662 56.66 Sqm 550.90 31,215.00

18 6.1.14C Brick work with bricks of class designation FLYASH in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ). 9.708 6.830 15.230 5.620 37.39 Cum 4923.00 184,061.00

19 6.1.12C Brick work with bricks of class designation FLYASH in foundations and plinth in : Cement mortar 1:4 (1 cement: 4 coarse sand ). 0.136 10.913 11.05 Cum 5116.30 56,528.00

20 6.1.14C+6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) Extra tor Brick work in superstructure above plinth level upto floor V cum 153.769 17.060 170.83 Cum 5765.20 984,861.00

21 6.1.12C+ 6.3C Half brick masonry with bricks of class designation100A in foundations and plinth in : Cement mortar 1:4 (1 cement: 4 coarse send) Extra for half Brick masonry in superstructure above pinth level upto floor V level. 12.799 12.80 Cum 5958.50 76,264.00

22 10.17 Providing and fixing M.S.fan clamp type I or II of 16 mm dia.M.S. bar bent to shape with hooked ends in R.C.C slabs during laying including painting the exposed portion of loop,all as per standard design complete. 72.000 72.00 Each 165.40 11,909.00

23 10.15.2.1 Providing and fixing pressed steel door confirming IS code 4351 manufactured from commerical mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm profile C 60.000 60.00 Meter 432.60 25,956.00

24 9.21.1 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type,core of block board construction with frame of 1 st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 20.448 20.45 Sqm 1775.30 36,301.00

25 9.48.1 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. Fixed to openings/ wooden frames with rawl plugs screws etc 2917.630 2917.63 Kg 144.50 421,598.00

26 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as require

10.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works. 730.000 730.00 Kg 114.60 83,658.00

27 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.). 353.782 353.78 Kg 546.80 193,448.00

28 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 ordyed to required colour or shade, with nuts and screws etc. complete:

29 9.10 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:

30 21.10 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / aneling,C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

A 21.1.1.1 For fixed portion Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) 24.704 24.70 Kg 386.10 9,538.00

B 21.1.2.1 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) 41.688 41.69 Kg 447.20 18,643.00

31 10.40 Providing and fixing 1 mm thick M.S.sheet sliding - shutters with frame and diagonal braces of 40x40x6 mm angle iron,3 mm M.S. gusset plates at thejunction and corners, 25 mm dia pulley, 40x40x6 mm angle and T-iron guide at the top bottem respectively including applying a priming coat of approved steel primer. 2.210 2.21 Sqm 4279.90 9,459.00

32 13.11.4 12 mmCement plaster in course sand 1:6(1 cement: 6 coarse sand) 1172.990 85.750 1258.74 Sqm 141.50 178,112.00

33 13.24.2 6 mm cement plaster to ceiling of mix : 1:4(1 cement: 4 coarse sand) 309.003 309.00 Sqm 125.60 38,811.00

34 13.12 15 mm cement plaster on rough side of single or half brick wall of mix.

35 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cement 55.310 10.300 65.61 Sqm 203.60 13,358.00

36 13.26 Neat cement punning 40.013 40.01 Sqm 40.50 1,621.00

37 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. 155.623 155.62 Sqm 795.00 123,721.00

38 11.39 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1 st quality conforming to IS : 13755 of NITCO , ORIENT , SOMANY , KAJARIA or equivalent 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 grouting the joints with white cement and matching pigments etc, complete. 37.605 37.61 Sqm 1329.00 49,978.00

39 11.41.2 Providing and laying vitrifed floor tiles in different sizes {thickness to be specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS : 15622 428.829 428.83 Sqm 1638.80 702,764.00

40 11.46.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % andconforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600 x 600 mm. 18.524 18.52 Sqm 1191.80 22,077.00

41 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

42 11.27 Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm 44.331 44.33 Sqm 1334.90 59,178.00

43 13.46.1 Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primer Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade New work (three or more coats) 752.040 752.04 Sqm 137.00 103,029.00

44 13.80A.2 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 2234.032 2234.03 Sqm 105.40 235,467.00

45 13.77.2 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade .New work (two or more coats ) over and including priming coat with cement primer 1481.993 1481.99 Sqm 102.30 151,608.00

46 13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats) With ready mixed zinc chromate yellow primer of approvedbrand and manufacture on steel alvanized iron/steelworks 103.886 103.89 Sqm 83.50 8,674.00

47 13.78.1 Applying one coat of cement primer of approved brand and manufacture on wall surface Cement primer 56.930 56.93 Sqm 38.60 2,197.00

48 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shadeNew work (three or more coats) 140.000 140.00 Sqm 81.20 11,368.00

49 13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work 98.090 98.09 Sqm 84.50 8,289.00

50 12.39 Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 over P.V.C sheet. 16.000 16.00 Nos 189.40 3,030.00

51 13.12 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in- Charge. 140.000 140.00 Meter 47.10 6,594.00

51 22.80 Providing and laying integral cement based water proofing treatment including prepatation of surface as required for treatment of roofs, balconies , terraces etc, consisting of following operations. (a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with proprietary water -proofing compound cleaning the surface before treatment, (b) Laying cement concrete using broken bricks / brick bats 25 mm to 100 mm size with 50 % of cement mortar 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water proofing compound conforming to IS : 2645 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water froofing compound conforming to IS 2545 to reuired slope and treating similary the adjoining walls upto 300 mm height including rounding of junctions, or walls ad slabs. (c) After two days of proper curing applying a secoung coat of cement slurry admixed with proprietary water proofing compound conforming to IS : 2645. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand ) admixed with proprietary water proofing compound conforming to IS : 2645 and finally finishing the surface with trowel with neat cement slurry and making of 300 x 300 mm square. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test, All above operations to be done in order and as directed andspecifed by the Engineer-in-Charge

22.8.1 With average thickness of 120 mm and minimum thickness at khurras point to be 65 215.320 215.32 Sqm 850.70 183,173.00

52 4.17 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1cement :3 coarse sand : 6 graded stone aggregate 20 mm nominalsize) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth 56.662 56.66 Sqm 436.60 24,738.00

53 2.25(A) Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead. 169.900 169.90 Meter 411.70 69,948.00

54 Carriage of Material-

55 Extra Cost of Material

56 18.70 Providing and fixing Chlorinated Polyvinyl Chloride(CPVC pipes,having thermal stability for hot & cold water supply,

A 18.7.3 25mm nominal outer dia pipe 250.00 250.00 Meter 317.3 79,325.00

B 18.7.4 32mm nominal outer dia pipe 125.00 125.00 Meter 395.2 49,400.00

57 18.80 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including allCPVC plain & brass threaded fittings, including fixing the pipe withclamps at 1.00 m spacing.

Concealed work, including cutting chases and making good the walls etc.

18.8.2 20mm nominal outer dia Pipes 125.00 125.00 Meter 350.8 43,850.00

58 18.16 Providing and fixing brass stop cock of approved quality (screwed end).

A 18.16.1 15mm nominal bore 20.00 20.00 Each 303.8 6,076.00

B 18.16.2 20mm nominal bore 20.00 20.00 Each 328 6,560.00

59 18.17 Providing and fixing brass gate valve with C.I. wheel of approved quality (screwed end).

A 18.17.1 25mm nominal bore 20.00 20.00 Each 532.3 10,646.00

B 18.17.2 32mm nominal bore 20.00 20.00 Each 589.9 11,798.00

60 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end)

25mm nominal bore

61 18.21 Providing and fixing uplasticised PVC connectionpipe with brass ions

62 18.49.1 Providing and fixing C.P. brass,bib cock of approved quality conforming to IS : 8931 20.00 20.00 Each 434.2 8,684.00

63 18.50 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS stamdards and weighing notless than 810 gms.

64 18.51 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS stamdards and weighing notless than 690 gms.

65 18.52 Providing and fixing C.P brass stop cock (concealed) of standard design and of approved mark conforming to IS:8931

18.52.1 15mm nominal bore 5.00 5.00 Each 594.8 2,974.00

66 18.53 Providing and fixing C.P brass angle valve for basin mixer and gyser points of approved quality conforming to IS: 8931

67 18.76 Cutting holes up to 30 x 30 cm in walls including making good the same:

18.76.1 With common burnt clay F.P.S. (non modular) bricks 20.00 20.00 Each 198.5 3,970.00

68 18.77 Cutting holes up to 15 x 15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) including finishing complete so as to make it leak proof. 25.00 25.00 Each 217.1 5,428.00

69 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 4000.00 4000.00 Litre 9.7 38,800.00

70 18.79 Making holes up to 20 x 20 cm and embedding pipes upto 150 mm in diametre in masonary and filling with cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) including dispopsal of malba. 10.00 10.00 Each 115.7 1,157.00

71 17.70 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 :

17.7.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 8.00 8.00 Each 2369.9 18,959.00

72 17.80 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings 8.00 8.00 Each 1500 12,000.00

73 17.28 Providing and fixing P.V.C waste pipe for sink or wash basin including P.V.C waste fittings complete.

74 17.31 Providing and fixing 600 x 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers comelete. 8.00 8.00 Each 1068.5 8,548.00

75 17.33 Providing and fixing 600 x 120 x 5 mm glass shelf with edges rounded off supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc. complete 8.00 8.00 Each 713.3 5,706.00

76 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.

17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm an effective height of 88 mm, weighthan 190 gms 16.00 16.00 Each 424 6,784.00

77 12.78 Providing and fixing on wall face unplasticised PVC (working pressure 4 kg per sqcm) rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.

78 12.79 Providing and fixing on wall face unplasticised PVC moulded fittings / accessories for unplasticised-PVC rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.

Single pushfit Coupler:

Single tee with door

Single tee without door

79 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 or required length including cutting brick work and fixing on cement mortar (1:4) 1 cement:4 coarse sand and making good the wall etc. complete.

80 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. 10.00 10.00 Each 47.9 479.00

81 17.1 Providing and fixing water closet squatting pan (Indian type W.C pan) with 100mm sand cast iron P or S trap, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.

17.1.1 White Vitreous china Orissa Pattern W.C pan of size 580x440mm with integral type foot rests. 8.00 8.00 Each 4470.9 35,767.00

82 17.2 Providing and fixing white vitreous china pedastal type water closet (European type W.C pan) with seat and lid, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.

17.2.1 W.C pan with ISI marked white solid plastic seat and lid. 8.00 8.00 Each 4230 33,840.00

83 17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less than 105gms. 16.00 16.00 Each 146.3 2,341.00

84 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 unionsand 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, includingpainting of fittings and cutting and making good the walls and floors wherever required :

17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern 8.00 8.00 Each 6469 51,752.00

85 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200mm wide with a minimum distances of 37mm fromwall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 90 gms. 16.00 16.00 Each 204.7 3,275.00

86 19.1 Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.

87 19.20 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes inlcuding bed concrete as per standard design.

19.2.2 150mm diameter S.W. pipe 50.00 50.00 Meter 494.4 24,720.00

88 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :

19.4.3.1 180x150 mm size P type

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 15.00 15.00 Each 1994.1 29,912.00

89 19.30.1 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mmthick with cement mortar 1:3 (1 cement : 3 coarse sand), finishedsmooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design

90 19.30.1.0 Inside dimensions 455x610 mm and 45 cm deep for single pipe line :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 10.00 8 18.00 Each 4266.8 76,802.00

91 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, 30.00 30.00 Meter 1097.49 32,925.00

92 24.1.1.1 Boring/drilling bore well of required dia for casing/strainer pipe by suitable method 300mm dia etc all complete job as per building specification & direction of E/I. 90.00 30 120.00 Meter 486.80 58,416.00

93 24.2.1.1 Boring/drilling bore well of required dia for casing/strainer pipe by suitable method 300mm dia etc all complete job as per building specification & direction of E/I. 11.00 11.00 Meter 567.90 6,247.00

94 24.3.2 Supplying assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well casing (CM) pipe of required 150mm dia etc all complete job as per building specification & direction of E/I. 11.00 11.00 Meter 660.10 7,261.00

95 24.4.1 Supplying assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipe of required 100mm dia etc all complete job as per building specification & direction of E/I.100mm nominal size dia 90.00 90.00 Meter 573.10 51,579.00

96 24.4.2 Supplying assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipe of required 100mm dia etc all complete job as per building specification & direction of E/I.150mm nominal size dia 30 30.00 Meter 673.50 20,205.00

97 24.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. 1.2 1.20 Meter 1188.90 1,427.00

98 24.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 1.2 1.20 Meter 1195.60 1,435.00

99 24.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- Charge. 1.2 1.20 Meter 1195.60 1,435.00

100 24.8 Gravel packing in tubewell construction in accordance with IS:4097 including providing gravel line/medium/coarse in required grading and sizes etc all complete job as per building specification & direction of E/I. 3.00 3.00 Cum 1343.20 4,030.00

101 24.13.1 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe 100mm dia etc all complete job as per building specification & direction of E/I. 1.00 1.00 Nos 189.70 190.00

102 24.14.1 Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell 100mm dia etc all complete job as per building specification & direction of E/I.100mm 1.00 1.00 Nos 1448.40 1,448.00

103 24.14.2 Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell 100mm dia etc all complete job as per building specification & direction of E/I.150mm 2 2.00 Nos 1531.40 3,063.00

104 24.15.1 Providing and fixing bail plug/bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (Part_1) 100mm dia etc all complete job as per building specification & direction of E/I.100mm 1.00 1.00 Nos 228.30 228.00

105 24.15.2 Providing and fixing bail plug/bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (Part_1) 100mm dia etc all complete job as per building specification & direction of E/I.150mm 2 2.00 Nos 281.80 564.00

106 18.9.4 Providing and fixing chlorinated Polyvinyl Chloride (CPVC) pipes havaing thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings this inludes jointing of pipe & fitting etc all complete job as per building specification & direction of E/I. 15.00 15.00 Meter 359.10 5,387.00

107 24.12 Development of tubewell in accordance with IS:2800 (Part_1) and IS:1189 to establism maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor running the compressor for required time etc all complete job as per building specification & direction of E/I. 8.00 8.00 hours 916.80 7,334.00

108 18.45 Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories. 1.00 1.00 Nos 1084.60 1,085.00

109 NS1 Supplying 1 H.P. Cromoton gravel submersible pump strainer with all accossories for running condition etc all complete job as per building specification & direction of E/I. 1.00 1.00 Nos 15650.00 15,650.00

110 NS2 Providing and fixing Carbon-di-oxide fire entinguishers consisting of welded M.S cylindrical body, squeeze lever discharge valve fitted with internal discharge tube 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket, confirming to IS : 15683 Capacity 4.5 kg ISI Marked. 10.00 10.00 Each 9850.00 98,500.00

111 NS3 Providing and fixing ABC powder type fire extinguisher MONO Mmmonium Phosphate as extinguishing agent etc. Capacity 6 Kg ISI Marked. 10.00 10.00 Each 4350.00 43,500.00

SOR+DSR+NS=(A) ₹ 12,892,300.00

NON SCHEDULE =(B) ₹ 157,650.00

CORRECTION FACTOR 0.982(OF C)=(D) ₹ 12,505,426.00

5.36%ADDITIONAL GST(OF D)=(E) ₹ 670,291.00

TOTALCivil Work (B+D+E) ₹ 13,333,367.00

1 1.3 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit with modular switch , modular plate, suitable size G.I. box etc as required.

Button Holder Point 16

Surface Down Lighter 78

Tube Light Point 24

Celling Fan Point (only point wiring) 36

Wall Fan Point 32

Exhaust Fan Point 14

2 1.31 Supplying and fixing suitable size G.I. Box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 amps. modular socket outlet and 5/6 amps. modular switch, connections etc. As required. 20 Each 414.00 8,280.00

3 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. As reqd. 4 Each 531.00 2,124.00

4 1.5 Wiring for light/ power plug with 2 X 4 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 60 Meter 309.00 18,540.00

5 1.7 Wiring for circuit/submain wiring along with earth wire with the following size of FRLS PVC insulated copper conducter SC cable in surface / recessed medium class PVC conduit as required. 0.00

1.7.2 2 X 2.5 sq mm + 1 X 2.5 sq mm(for Street Light) 180 Meter 246.00 44,280.00

1.7.11 4 X 6 sq. mm + 1 X 6 sq. mm earth wire 80 Meter 660.00 52,800.00

6 1.33 Supplying and fixing 2 pin, 5/6 amps ceiling rose on the existing junction box / wooden block including connection etc as required. 70 Each 64.00 4,480.00

7 1.34 Supplying and fixing batten/angle holder including connection etc as required. 16 Each 80.00 1,280.00

8 5.8 Supplying and fixing surface mounted following types LED downlighter with minimum efficacy 100 lm/w in pressure die-cast aluminium housing and integrated electronic driver etc directly on ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor cable etc as required.

9 5.1 Supplying and fixing 4'X18 watt LED batten with minimum efficacy 100 lm/w in polycarbonate housing and complete with integrated electronic driver etc directly on wall/ ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor etc. as required. 24 Each 521.00 12,504.00

10 6.1 Supplying & fixing of following types lamp in the existing electrical fitting/fixtures etc. As reqd. 0.00

6.1.6 15 watt LED lamp 16 Each 250.00 4,000.00

11 8.19 Supply and installation of 400 mm, 230 V A.C. wall/cabin fan including fixing the bracket, making connection, testing, commissioning etc as required. 40 Each 3,670.00 146,800.00

12 8.20 Supply and installation of 600 mm, 230 V A.C. wall mounted Air circulator, heavy duty fan including fixing the bracket, making connection, testing, commissioning etc as required. 0 Each 9,941.00 0.00

13 8.17 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage, connection, testing and commissioning etc as required.

14 2.9 Supplying and fixing following way, horizontal type three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required .(but without MCB/RCCB/Isolator) 0.00

2.9.1 4 way (4+12) double door, horizontal type 4 Each 4,184.00 16,736.00

15 2.12 S/F following rating, 240/415 volts, 'C' curve circuit breaket suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commossioning etc. as reqd. 0.00

2.12.1 6 A to 32 A, Single pole 48 Each 237.00 11,376.00

16 2.1 Providing and fixing following capacity double pole/ TP&N sheet metal switch disconnector fuse unit in the existing metal panel board with rewireable type fuses including drilling holes in metal panel, making connections etc. as required.

17 2.5 Providing and fixing following capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connections, earthing the body etc. as required.

18 2.6 Providing and fixing following capacity double pole/ four pole OFF-load changeover switches with side handle operation, in sheet enclosure in existing metal board, including drilling holes in metal panel, making connections etc. as required. 0.00

19 5.14 Supplying and fixing following types LED street light with minimum efficacy 100 lm/w in die cast aluminium housing, toughened glass, IP 66 protection and complete with electronic driver etc on pole/building including connection earthing the body etc as required.

20 8.5 Supplying and fixing of 32 mm dia X 1.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV/ HPSV/ LED street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. 12 Each 1,038.00 12,456.00

21 7.7 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required.

22 7.1. Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as reqd.

23 3.21 Providing chemical/mineral maintenance free earthing system comprising of copper coated earth electrode 3 metre length and 17.2 mm outer dia along with 25 kg earth conductivity enhancing back fill mineral compound for earth electrode to fill up the excavated earth and earth inspection pit etc. as required. 1 Set 16675.00 16,675.00

24 3.17 Providing & fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. 20 Meter 144.00 2,880.00

LIGHTING ARRESTER 0.00

25 4.2 Providing and fixing lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. 4 Each 416.00 1,664.00

26 4.4 Jointing copper/ G.I. tape ( with another copper/ G I tape, base of the finial or any other metallic object ) by riverting/ nut bolting sweating and soldering etc. as required. 2 Each 81.00 162.00

27 4.7 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For horizontal run) 60 Metre 102.00 6,120.00

28 4.8 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For vertical run) 40 Metre 145.00 5,800.00

29 4.12 Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of tinned G.I. bolts, nuts, chuk nuts and spring washers etc. complete as required. 4 Each 102.00 408.00

30 3.2 Earthing with G.I. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonary enclosure with cover plat having locking arrangement and watering pipe etc. with charcoal/coke and salt as required. 4 Set 6323.00 25,292.00

31 3.7 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with GI thimble as reqd. 20 Meter 37.00 740.00

32 3.15 Providing and fixing 25 mmX 5 mm G.I. strip on surface or in recess for connection etc. as required. 20 Metre 195.00 3,900.00

INTELLIGENT FIRE ALARM SYSTEM 0.00

33 DSR 28.1.9 Supplying, installation, testing & commissioning sector panelsuitable for following zones, complete with visual indicationsfor short circuit fault, open circuit fault, fire condition and allother standard facilities as per IS:2189 with mimic diagramfor all area/zone covered, complete with all connections,interconnections as required. 0.00

34 28.1.1 Supplying, installation, testing & commissioning of heatdetector operating at 54ºC/57ºC with rate of rise cum fixedtemperature (dual thermistor) type with mounting basecomplete with all connection etc. as required. 20 Each 1,136.00 22,720.00

35 28.1.2 Supplying, installation, testing & commissioning of smokedetector with builtin LED and mounting base complete withall connections etc. as required. 20 Each 1,223.00 24,460.00

36 28.1.3 Supplying, installation, testing & commissioning of manualcall boxes of MS construction in surface/recess with stainlesssteel chain & hammer assembly complete with glass andpush button etc. as required. 4 Each 513.00 2,052.00

37 28.1.5 Supplying, installation, testing & commissioning responseindicator on surface/recess MS box having two LEDs metalliccover complete with all connections etc. as required. 4 Each 222.00 888.00

38 28.5.2 Supplying & laying of 2x1.5 sqmm fire alarm armoured cable,600/1000V rated with annealed copper conductor havingXLPE insulation, steel wire armouring & FRLS/HFFR outersheath complete as required. 135 P/Mtr. 192.00 25,920.00

Total Electrical Amount 1,116,605.00

Total Civil + Electrical 14,449,972.00