Construction of Toilet complex at Sub-divisional Civil Court Campus at Sonepur in District Saran for the Year 2025-26.

BIHAR STATE GOVERNMENT

NAME OF WORK:- Construction of Toilet complex at Sub-divisional Civil Court Campus at Sonepur in District Saran for the Year 2025-26.

CIRCLE:- B.C.D Chapra.

DIVISION:- B.C.D Chapra.

ESTIMATED COST:- ₹ 1,659,000.00

ABSTRACT OF COST

Name of work- Construction of Toilet complex in Sub divisional Civil Court Campus, Sonepur (Saran).

Sl. No. Discription Amount in Rs.

1 Construction of Toilet Complex 1,154,712.00

2 Construction of Septic Tank (15'-8" x 6'-8" x 7'-0") 116,020.00

3 Installation of Submersible Boring (70.0 Meter deep) 120,851.00

4 Cost for Diaper Changing Station 90,000.00

5 Cost for Sanitary Vending M/C (720X180X490) 30,000.00

Total (A) Rs. 1,511,583.00

A Cost of Non Schedule Item 140,650.00

B Cost of Schedule Item 1,370,933.00

C Correction factor 0.982 on Schedule Item 1,346,256.00

D Add @ 5.36 % of (B) for Balance GST 72,159.00

E Total Cost(A+C+D) 1,559,065.00

F Cost for Electrification work. 99,472.00

Total (B) Rs. 1,658,537.00

Name of work- Construction of Toilet complex at Civil Court Campus in District Saran (Chapra)

Sl. No. SR Item No. Item of Works Quantity Unit Rate Amount (Rs.)

1.0 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth )

Pile 8 no.s x 8'-0'' = 64.0rft = 19.51m 19.51 Rmt

Pile 11 no.s x 5'-0'' = 55.0rft = 3.05m 16.77 Rmt

Total Qty. 36.28 Rmt 178.30 6,469.00

2.0 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Less Pile 2x19x10"x10"x9"=(-) 13.09 cft -19.63 Cft

Total Qty. 127.90 Cft

3.0 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete

Less Pile 2x19x10"x10"x3"=(-) 6.54 cft -6.54 Cft

Platform 2 x 5'2'' x 5'2'' x 1'6'' = 79.88cft 79.88 Cft

Platform 1x16'0'' x 5'2'' x 1'9'' = 144.48cft 144.48 Cft

Under Plinth 1x10'8'' x 10'01'' x 1'9'' = 188.22cft 188.22 Cft

P.Protection 2x 42'0" x 2'6" x 6"= 105.00 cft 105.00 Cft

Total Qty. 1178.19 cft = 33.36 cum 1178.19 Cft

4.0 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

Less Pile 2x19x10"x10"=(-) 26.18 sft -26.18 Sft

Platform 2 x 5'2'' x 5'2'' = 53.25 sft 53.25 Sft

Platform 1x16'0'' x 5'2'' = 82.56ft 82.56 Sft

Under Plinth 1x10'8'' x 10'01'' = 107.55 sft 107.55 Sft

P.Protection 2x 42'0" x 2'6" = 210.00 sft 210.00 Sft

Total Qty. 1116.22 sft = 103.74 sqm 1116.22 Sft

5.0 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.1:2:4(1 Cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size)

Platform 2 x 5'2'' x 5'2'' x 3'' = 13.31cft 13.31 Cft

Platform 1x16'0'' x 5'2'' x 3'' = 20.64 cft 20.64 Cft

Under Plinth 1x10'8'' x 10'01'' x 3'' = 26.89 cft 26.89 Cft

P.Protection 2x 42'0" x 2'6" x 3"= 52.50 cft 52.50 Cft

Total Qty. 236.44 cft = 6.69 cum 236.44 Cft

6.0 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

Short Col 11 no. x10"x10"x2'-0'' = 15.16cft 15.16 Cft

plinth band 4 x 10'8'' x 0'10'' x 0'5'' = 14.88cft 14.88 Cft

Total Qty. 312.88 cft = 8.86 cum 312.88 Cft

7.0 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size)

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

basin slab 2 x 6'0'' x 2'0'' x 0'3'' = 6.0cft 6.00 Cft

Total Qty. 350.46 cft = 9.92 cum 350.46 Cft

9.0 6.1.12C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1.:4 (1 cement: 4 coarse sand )

Total Qty. 111.8 cft = 3.17 cum 111.80 Cft

10.0 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

Total Qty. 754.88 cft = 21.37 cum 754.88 Cft

11.0 5.9 Centring and shuttering including strutting,propping etc. and removal of form for.

5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts

Short Col 11 no.x 2x(10"+ 10")x2'-0'' = 73.04sft 73.04 Sft

Total Qty. 357.36 sft = 33.21 sqm 357.36 Sft

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

plinth band 2x 4 x 10'8'' x 0'5'' = 35.85sft 35.85 Sft

Lintel 4 x 2 x 10'8'' x 0'6'' = 42.64sft 42.68 Sft

Total Qty. 801.06 sft = 74.45 sqm 801.06 Sft

11.1 5.9.3 Suspended floors, roots, landings, balcnies and access platform

11.2 5.9.19 Weather shade,Chajjas, corbels etc. including edges

Total Qty. 61.5 sft = 5.72 sqm 61.50 Sft

12.0 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Qty. vide Item No. 06 312.88 Cft

Qty. vide Item No. 07 52.63 Cft

Qty. vide Item No. 08 350.46 Cft

Total RCC 715.97 Cft

Weight @ 3.00 Kg/cft 2147.90 Kg

12.1 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 849.45 kg 94.50 80,273.00

12.2 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. 342.81 kg 92.60 31,744.00

12.3 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. 955.64 kg 90.80 86,772.00

13.0 13.11.4 Providing Cement plaster in course sand 12 mm cement plaster of mix:1:6 (1 cement:6 coarse sand)

Total Qty. 1326.6 sft = 123.29 sqm 1326.60 Sft

14.0 13.12.4 Providing Cement plaster in course sand 15 mm cement plaster of mix:1:6 (1 cement:6 coarse sand)

15.0 13.18 Providing 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.

chhaja 5 x 3'6'' x 1'9'' = 30.625sft

16.0 13.24.2 Providing 6 mm cement plaster to ceiling of mix :1:4(1 cement: 4 coarse sand)

Total Qty. 438.9 sft = 40.79 sqm 438.90 Sft

17.0 13.46A.1 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :New work (Two or more coat applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Total Qty. 303.15 sft = 28.17 sqm 303.15 Sft

Vide item no. (14) = 82.94sqm 82.94 Sqm

Vide item no. (16) = 40.79sqm 40.79 Sqm

18.0 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS :15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4coarse sand ) including pointing the joints with white cement and matching pigment etc., complete.

Total Qty. 284.4 sft = 26.43 sqm 284.40 Sft

19.0 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

Total Qty. 694.56 sft = 64.55 sqm 694.56 Sft

20.0 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 steel windows by welding

21.0 10.14.1 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.

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

22.1 10.5.2 Using flats 30x6 mm for diagonal braces and central cross piece.

23.0 13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:

23.1 13.82.1 New steel work (two or more coats)

Area vide item No. 22-2.25 x 06 = 12.36 13.91 Sqm

Area vide item No. 20-1 x 1.85 = 1.85 1.85 Sqm

Total Qty. 15.76 Sqm 83.50 1,316.00

24.0 21.1.1.1 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) :

90.0sft = 8.36sqm @7.50kg/sqm=

25.0 26A.7 Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.

26.0 21.3.2 providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):

27.0 13.94.1 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary pain+ of approved brand and manufacture

28.0 8.2.2.1 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.

29.0 8.3.2 Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work

30.0 11.19.3 chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6 mm in floors jointed with neat cement slurry mixed with pigement to match the shade of the tiles, including rubbing and polshing complete on 20 nm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

31.0 10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.).

32.0 17.1.1 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required :

33.0 17.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :

34.0 17.7.1 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 :

35.0 17.4.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :

36.0 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :

37.0 18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.

38.0 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge.

38.1 18.9.2 20 mm nominal outer dia Pipes 13.30 Rmt 205.30 2,730.00

38.2 18.9.3 25 mm nominal outer dia Pipes 30.50 Rmt 294.70 8,988.00

38.3 18.9.4 32 mm nominal outer dia Pipes 21.75 Rmt 359.10 7,810.00

39.0 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.

40.0 Carriage of materials

(ii) Sone Sand (1K+24P) 24.59 Cum 756.43 18,601.00

(iii) Stone Chips 23.18 Cum 2643.46 61,275.00

(iv) Local sand (1K+2P) 34.93 Cum 285.67 9,978.00

41.0 Extra cost of materials

(i) Cement 281 bags 8.41 2,363.00

Material Analysis

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

1 Local Sand 33.360 Cum. 33.36 Cum.

2 Brick Soling 103.74 Sqm. 3347 Nos 1.57 Cum.

3 PCC (1:2:4) Work 6.69 Cum. 2.140 MT 2.980 Cum. 5.950 Cum.

5 Brick Work with C.M (1:6) 24.54 Cum. 1.530 MT 6.560 Cum. 11657 Nos

6 12mm thick Cement mortar (1:6) in wall Plaster 123.29 Cum. 0.440 MT 1.900 Cum.

7 15mm thick Cement mortar (1:6) in wall Plaster 82.94 Cum. 0.360 MT 1.530 Cum.

8 6mm thick Cement mortar (1:4) in Ceiling Plaster 40.79 Sqm. 0.150 MT 0.310 Cum.

9 15mm thick Cement mortar (1:3) in Plaster with punning 68.39 Sqm. 0.640 MT 1.050 Cum.

10 Vitrified Tiles in Floor with (1:4) in C.M 26.43 Sqm. 0.240 MT 0.680 Cum.

11 Vitrified Tiles in Skirting with (1:3) in C.M 64.55 Sqm. 0.460 MT 0.970 Cum.

Junior Engineer, Assistant Engineer, Executive Engineer,

Building Division, Building Division, Building Division,

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

THE DETAILED ESTIMATE FOR CONSTRUCTION OF 15'-8" x 6'-8" SEPTIC TANK AND SOAK PIT AT IN DISTRICT SARAN, CHAPRA.

S.O.R Description Nos Length Width Height Qty Unit Rate Amount

2.8.1 1) E/W in Excavation in foundation & trenches etc all complete jobs.

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

2.27.1 Ali kinds of soil.

2.17 3) Close timbering in case of Septic tank, mannoies and the like including strutting

2.17.2 Depth exceeding 1.5 m but not exceeding 3 m

2.28 4) P/V local sand filling in F/P level etc all complete jobs.

11.72 5) P/V 100A B/F soling in F/P level etc all complete jobs.

4.1.3 6) P/V PCC M15 (1:2:4) in F/P level etc all complete jobs.

6.1.12/1 7) P/V 100A Brick Work(1:4) in F/P level etc all complete jobs.

5.3 8) P/V RCC M20 (1:1.5:3) in Slab etc all complete jobs.

9) Reinforcement to RCC work etc all complete jobs.

Qty Vide item no. 6 52.26 2.25 kg/cft 117.59 kg

10) P/V Centerring and shuttering etc all complete jobs.

5.9.3 (A) Lintel and band Roof Slab

13.18 11) P/V 15mm CP(1:3) with Neat cement punning etc all complete jobs.

S Tank outer area 1 15.67 6.67 104.52 sft

S Tank outer area 2 15.67 1.50 47.01 sft

18.37 13) S/F/F Brick masonry chamber 60x60x75cm etc all complete jobs.

14) Carriage cost of materials

15) Extra cost of materials

a) Cement 45.00 bag 8.41 Rs 378.00

Total Rs 116,020.00

BCD SARAN, CHAPRA. BCD SARAN, CHAPRA.

STATEMENT OF MATERIALS

SL NO. ITEMS QTY UNIT CEMENT K-SAND S-CHIPS BRICKS L-SAND

1 L-sand filling 1.48 cum 1.48

2 100A B/F Soling 9.71 sqm 313 0.09

BCD SARAN, CHAPRA. BCD SARAN, CHAPRA.

NAME OF WORK:- ESTIMATE FOR INSTALLATION OF 70.00 m DEEP BORING WITH SUBMERSIBBLE MOTOR PUMP IN DISTRICT SARAN, CHAPRA.

S.O.R Description Nos Length Width Height Qty unit Rate Amount

1/ P/V labour for cleaning the site & uprooting trees etc all complete jobs.

SL01 Site cleaning 3.00 each 355.42 Rs 1,066.00

2/ Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :

18.42.1 Up to 6 metres depth 6.00 m 350.60 Rs 2,104.00

18.42.2 Beyond 6 m and up to 12 m depth 6.00 m 416.10 Rs 2,497.00

18.42.3 Beyond 12 m and up to 18 m depth 56.58 m 484.10 Rs 27,390.00

3/ 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.

24.3.1 i) 100 mm nominal size dia 53.94 m 546.10 Rs 29,457.00

4/ Supplying assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipe of required 150mm dia etc all complete job as per building specification & direction of E/I.

24.4.4 i) 50 mm nominal size dia 15.24 m 236.70 Rs 3,607.00

5/ 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.

6/ Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe 150mm dia etec. All complete job as per building specification & direction of E/I.

7/ Providing and fixing mild steel clamp of required dia to the top of casinghousing pipe of tubewell 100mm dia etec. All complete job as per building specification & direction of E/I.

8/ Providing and fixing bail plug/bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part-1) 150mm dia etec. All complete job as per building specification & direction of E/I.

24.15.1 Bail/bottom plug. 1.00 nos 228.30 Rs 228.00

9/ 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 etc all complete jobs.

10/ Development of Submersible in accordance with IS:2800 (Part_1) and IS:1189 to establism maximum rate of usable water yield without sand content with required capacity air compressor running the compressor for required time as per direction of E/I etc all complete jobs.

11/ Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box etc all complete jobs.

12/ S/F/F 1HP submersible motor ISI mark etc all complete jobs.

12) Carriage cost of materials

a) Gravell 1.25 m3 756.43 Rs 946.00

Total Rs 120,851.00

BCD SARAN, CHAPRA. BCD SARAN, CHAPRA.

Construction of Toilet complex at Sub divisional Civil Court Campus at Sonepur in District Saran for the Year 2025-26.

Sl. No. SOR CODE Item of Works Unit Quantity Rate Amount (Rs.) Quantity

1.0 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth ) Rmt 36.28 178.30 6,469.00 36.28 6469.00 0.00 0.00 0.00

2.0 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Cum 24.33 360.70 8,776.00 3.62 1306.00 20.71 7470.00 0.00 0.00

3.0 2.27 Extra for every additional lift of 1.5 m or part thereof in : 0.00 0.00 0.00 0.00

4.0 2.17 Close timbering in case of shafts, wells, cesspits, mannoies and the like including strutting, shoring and packing cavities (wherever required) complete (Measurements to.be taken of the face area timbered): 0.00 0.00 0.00 0.00

4.1 2.17.2 Depth exceeding 1.5 m but not exceeding 3 m Sqm 29.07 140.80 4,093.00 0.00 29.07 4093.00 0.00 0.00

5.0 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete Cum 34.84 287.30 10,010.00 33.36 9584.00 1.48 425.00 0.00 -1.00

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 113.45 283.30 32,140.00 103.74 29390.00 9.71 2751.00 0.00 1.00

7.0 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.1:2:4(1 Cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size) Cum 8.17 3998.10 32,664.00 6.69 26747.00 1.48 5917.00 0.00 0.00

8.0 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) Cum 8.86 4688.30 41,538.00 8.86 41538.00 0.00 0.00 0.00

9.0 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) Cum 1.49 5670.00 8,448.00 1.49 8448.00 0.00 0.00 0.00

10.0 5.3 Reinforced cement conrete work in eams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). Cum 11.40 5335.90 60,829.00 9.92 52932.00 1.48 7897.00 0.00 0.00

11.0 6.1.12C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1.:4 (1 cement: 4 coarse sand ) Cum 3.17 5116.30 16,219.00 3.17 16219.00 0.00 0.00 0.00

12.0 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 Cum 21.37 5958.50 127,333.00 21.37 127333.00 0.00 0.00 0.00

13.0 6.12 Brick work with bricks of class designation 100A in foundations and plinth in : 0.00 0.00 0.00 0.00

14.0 5.9 Centring and shuttering including strutting,propping etc. and removal of form for. 0.00 0.00 0.00 0.00

14.1 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts Sqm 33.21 494.40 16,419.00 33.21 16419.00 0.00 0.00 0.00

14.2 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers Sqm 74.45 404.70 30,130.00 74.45 30130.00 0.00 0.00 0.00

14.3 5.9.3 Suspended floors, roots, landings, balcnies and access platform Sqm 60.71 437.50 26,561.00 52.13 22807.00 8.58 3754.00 0.00 0.00

14.4 5.9.19 Weather shade,Chajjas, corbels etc. including edges Sqm 5.72 550.90 3,151.00 5.72 3151.00 0.00 0.00 0.00

15.0 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 0.00 0.00 0.00 0.00

15.1 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. kg 896.48 94.50 84,717.00 849.45 80273.00 47.03 4445.00 0.00 1.00

15.2 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. kg 413.36 92.60 38,277.00 342.81 31744.00 70.55 6533.00 0.00 0.00

15.3 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. kg 955.64 90.80 86,772.00 955.64 86772.00 0.00 0.00 0.00

16.0 13.11.4 Providing Cement plaster in course sand 12 mm cement plaster of mix:1:6 (1 cement:6 coarse sand) Sqm 123.29 141.50 17,446.00 123.29 17446.00 0.00 0.00 0.00

17.0 13.12.4 Providing Cement plaster in course sand 15 mm cement plaster of mix:1:6 (1 cement:6 coarse sand) Sqm 82.94 162.80 13,503.00 82.94 13503.00 0.00 0.00 0.00

18.0 13.18 Providing 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. Sqm 128.38 229.30 29,438.00 68.39 15682.00 59.99 13756.00 0.00 0.00

19.0 13.24.2 Providing 6 mm cement plaster to ceiling of mix :1:4(1 cement: 4 coarse sand) Sqm 40.79 125.60 5,123.00 40.79 5123.00 0.00 0.00 0.00

20.0 13.46A.1 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :New work (Two or more coat applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) Sqm 151.90 132.50 20,127.00 151.90 20127.00 0.00 0.00 0.00

21.0 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS :15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4coarse sand ) including pointing the joints with white cement and matching pigment etc., complete. Sqm 26.43 686.80 18,152.00 26.43 18152.00 0.00 0.00 0.00

22.0 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. Sqm 64.55 795.00 51,317.00 64.55 51317.00 0.00 0.00 0.00

23.0 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 steel windows by welding kg 46.25 144.50 6,683.00 46.25 6683.00 0.00 0.00 0.00

24.0 10.14.1 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. kg 70.65 110.40 7,800.00 70.65 7800.00 0.00 0.00 0.00

25.0 10.5 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners. all necessary fittings completejncluding applying a priming coat of approved steel primer. 0.00 0.00 0.00 0.00

25.1 10.5.2 Using flats 30x6 mm for diagonal braces and central cross piece. Sqm 6.18 3467.90 21,432.00 6.18 21432.00 0.00 0.00 0.00

26.0 13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: 0.00 0.00 0.00 0.00

27.0 21.1.1.1 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) : kg 62.70 386.10 24,208.00 62.70 24208.00 0.00 0.00 0.00

28.0 26A.7 Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. Sqm 5.85 1471.70 8,609.00 5.85 8609.00 0.00 0.00 0.00

29.0 21.3.2 providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): Sqm 1.66 1115.10 1,851.00 1.66 1851.00 0.00 0.00 0.00

30.0 13.94.1 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary pain+ of approved brand and manufacture Sqm 18.23 116.50 2,124.00 18.23 2124.00 0.00 0.00 0.00

31.0 8.2.2.1 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Sqm 5.09 4242.90 21,596.00 5.09 21596.00 0.00 0.00 0.00

32.0 8.3.2 Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work Rmt 7.47 260.10 1,943.00 7.47 1943.00 0.00 0.00 0.00

33.0 11.19.3 chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6 mm in floors jointed with neat cement slurry mixed with pigement to match the shade of the tiles, including rubbing and polshing complete on 20 nm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) Sqm 37.17 902.20 33,535.00 37.17 33535.00 0.00 0.00 0.00

34.0 10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). kg 160.80 546.80 87,925.00 160.80 87925.00 0.00 0.00 0.00

35.0 17.1.1 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required : Each 2.00 4470.90 8,942.00 2.00 8942.00 0.00 0.00 0.00

36.0 17.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Each 3.00 5504.30 16,513.00 3.00 16513.00 0.00 0.00 0.00

37.0 17.7.1 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 : Each 5.00 2764.40 13,822.00 5.00 13822.00 0.00 0.00 0.00

38.0 17.4.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Each 2.00 3723.20 7,446.00 2.00 7446.00 0.00 0.00 0.00

39.0 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : Each 12.00 434.20 5,210.00 12.00 5210.00 0.00 0.00 0.00

40.0 18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. Each 12.00 594.80 7,138.00 12.00 7138.00 0.00 0.00 0.00

41.0 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. 0.00 0.00 0.00 0.00

42.0 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. ltr 2000.00 9.70 19,400.00 2000.00 19400.00 0.00 0.00 0.00

43.0 18.37 Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside)with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 0.00 0.00 0.00 0.00

43.1 18.37.1 With common burnt clay F.P.S.(non modular) bricks of class designation 100A Each 1.00 6849.90 6,850.00 0.00 1.00 6850.00 0.00 0.00

44.0 18.36 Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants,with C.I. surface box 350x350 mm top and 165 mm deep ( inside)with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand)12 mm thick, finished with a floating coat of neat cement complete as per standard design : 0.00 0.00 0.00 0.00

44.1 18.36.1 With common burnt clay F.P.S.(non modular) bricks of class designation 100A Each 1.00 7401.00 7,401.00 0.00 0.00 1.00 7401.00 0.00

SUBMERSIBLE BORING 0.00 0.00 0.00 0.00

45.0 P/V labour for cleaning the site & uprooting trees etc all complete jobs. Each 3.00 355.42 1,066.00 0.00 0.00 3.00 1066.00 0.00

46.0 18.42 Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested : 0.00 0.00 0.00 0.00

47.0 24.3.1 Supplying assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well casing (CM) pipe of required 100mm dia etc all complete job as per building specification & direction of E/I. Rmt. 53.94 546.10 29,457.00 0.00 0.00 53.94 29457.00 0.00

48.0 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. Rmt. 15.24 236.70 3,607.00 0.00 0.00 15.24 3607.00 0.00

49.0 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. Cum. 1.25 1,343.20 1,679.00 0.00 0.00 1.25 1679.00 0.00

50.0 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 etec. All complete job as per building specification & direction of E/I. Each. 1.00 189.70 190.00 0.00 0.00 1.00 190.00 0.00

51.0 24.14.1 Providing and fixing mild steel clamp of required dia to the top of casinghousing pipe of tubewell 100mm dia etec. All complete job as per building specification & direction of E/I. Each. 1.00 1,448.40 1,448.00 0.00 0.00 1.00 1448.00 0.00

52.0 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) 150mm dia etec. All complete job as per building specification & direction of E/I. Each. 1.00 228.30 228.00 0.00 0.00 1.00 228.00 0.00

53.0 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 etc all complete jobs. Rmt. 46.47 359.10 16,687.00 0.00 0.00 46.47 16687.00 0.00

54.0 24.12 Development of Submersible in accordance with IS:2800 (Part_1) and IS:1189 to establism maximum rate of usable water yield without sand content with required capacity air compressor running the compressor for required time as per direction of E/I etc all complete jobs. hr 6.00 916.80 5,501.00 0.00 0.00 6.00 5501.00 0.00

55.0 N.S S/F/F 1HP submersible motor ISI mark etc all complete jobs. Each. 1.00 20,650.00 20,650.00 0.00 0.00 1.00 20650.00 0.00

56.0 N/S Suplying & instalation diaper per Changing station Each. 1.00 90,000.00 90,000.00 0.00 1 90000.00 0.00 0.00

57.0 N/S Suplying & instalation of Sanitry vening machine of size (720X180X490) Each. 1.00 30,000.00 30,000.00 0.00 1 30000.00 0.00 0.00

58.0 Carriage of materials 0.00 0.00 0.00 0.00

59.0 Extra cost of materials 0.00 0.00 0.00 0.00

(B) Cost of Non Schedule Item of work 140,650.00 1,154,712.00 116,020.00 120,851.00

(C ) Cost of Schedule Item of work 1,370,934.00

(D) Correction Factor 0.982 on Schedule item 1,346,257.00

(E) Add @ 5.36% GST work 72,159.00

TOTAL (B+D+E) 1,559,066.00

Executive Engineer,

Building Division,