Renovation and Development of Mushkipur Park in Ward No. 31 under the jurisdiction of Nagar Parishad Gogri Jamalpur.

DETAIL ESTIMATE OF PAVER AND KERB STONE

Sl No IT.NO. ITEM OF WORK QUANTITY. UNIT RATE AMOUNT

1 2.8.1 Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (All kind of soil)

(excavation for foundation and plinth beam including the sub base width and depth).

Kerb Stone 45.00

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

(back filling as per soil condition + extra for plinth) for Eg.

2/3RD Backfilling 108.90

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

Kerb Stone 11.25

(Paver Area) 45.00

4 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. 1:3:6(1Cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

(Paver Area) 90.00

5 11.72 Providing designation 100A 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/I.

(Paver Area) 1200.00

6 16.1 Preparation and consolidation of subgrade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

(Paver Area) 600.00

7 16.91.2 Providing and laying factory made chamfered edge Cement Concretepaver blocks in footpath, parks, lawns, drive ways or light trafficparking etc, of required strength, thickness & size/ shape, made bytable vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. 0.00

(Paver Area) 600.00

8 16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Kerb Stone 33.75

Carriage of material

Local Sand 76.50 cum 310.47 23751.00

Coarse Sand 62.35 cum 2479.48 154600.00

Stone Chips 84.60 cum 1903.13 161005.00

Difference cost of material 0.00

Total Cost BCD item & Carriage with 12% GST:- 1934059.00

Total Cost 18% GST enhance of 12 % GST (B) 2037725

Cost Estimate For RCC Drain

9 2.8.1 Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (All kind of soil)

PARK DRAIN 360 cum

Total 360 Cum 360.7 129852

10 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

PARK DRAIN 33 Cum

Total 33 Cum 287.3 9481

11 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. 1:3:6(1Cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

Total 33 Cum 3434 113322

12 BCD 5.33A.2.1 Providingand 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. Walls columns, pillars, posts cind struts

5.33B.1 Add or deduct for providing richer or leaner mixes respectively at all floor levels. Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C.

RCC M25 Grade Using concrete mixer Cum

Bottom Slab 41.25 Cum

Side Wall 126 Cum

Top Slab 52.5 Cum

13 5.9.6 Centering and shuttering including strutting, propping etc. and removal of form for : Columns, pillars, piers, Abutments, Posts, Struts

RCC M25 Grade Using concrete mixer Cum

Bottom Slab 330 Cum

Side Wall 1680 Cum

Top Slab 52.5 Cum

14 BCD_2022_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. 6922.13 kg 94.5 654141

(B) 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. 4944.38 kg 92.6 457850

(C) 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. 2768.85 kg 90.8 251412

15 BCD/12.78.1 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointingwith seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.-Dia-75mm 360 Meter 162.7 58572

Material Carriage Cost

Local sand / Earth / Disposal 39.6 Cum 310.47 12295

Stone chips 217.81 cum 1903.13 414521

Coarse Sand 110.96 cum 2479.48 275123

Cement (P.S.C.) 80.26 mt 356.2 28589

BCD item & carriage sub total (including 12% GST) 4673549

BCD item & Carriage sub total (B) (Including 18% GST) 4924051

Boundary wall length 250 mtr length

16 2.8 Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 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

(i) PC1(rectangle) 181.440

17 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

2/3rd of excavated earth from foundation 120.96 cum 123.9 14987.00

18 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shutering-all work upto plinth level.

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

(i) PC1(rectangle) 9.072

19 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

(a) 5.33A.1 All work upto plinth level

PC1(rectangle) 45.360

Column upto plinth

(b) 5.33.A2 All work from plinth level upto floor V level

(i) COLUMN 11.340

lintel beam 12.500

20 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

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

(b) 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers.

lintel beam 25.000

(c) 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts

Column upto plinth

21 5.22 Reinforcement for R.C.C work including straighting,cutting bending,Placing in position and binding all complets.

taken @70kg/m3 11173.400

a 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia 2234.680 kg 94.5 211177.00

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. 3910.690 kg 92.6 362130.00

c 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. 5028.030 kg 90.8 456545.00

22 11.72 Providing desination 100 A one brick flat soling joints filled with local sand including cost of watering texes, roualty all complete as per building specification and direction of E/l.

PC1(rectangle) 120.960

Plinth beam 62.500

23 6.1A Brick work with bricks of class designation 100A in foundation and plinth in:

6.1.14A cement mortar 1:6 (1 cement : 6 coarse sand)

Below pinth beam

6.3A Extra for brickwork in superstructure upto floor five.

for150 mtr length 93.750

24 13.12 15mm cement plaster of mix :

13.12.1 1:3 (1 cement : 3 coarse sand)

External surface both side

(i) for150 mtr length 750.000

25 10.32.2 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 required

Boundary wall railing@25kg/sqm

26 13.80A.1 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

27 13.78.1 Applying one coat of cement primer of approved brand and manufacture on wall surface:

28 13.46A Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade

13.46A.1 New work (Two or more coats applied @ 1.43 ltr/ 10 sqm.over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).

29 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) 190.000 sqm 83.5 15865.00

30 Carriage of materials

Coarse Sand 100.085 Cum 2479.48 248160.00

Stone Chips 90.904 Cum 1903.13 173003.00

Local Sand 0.000 Cum 310.47 0.00

Difference cost of material

Construction of Entance Gate

31 15.7 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead:

15.7.4 In cement mortar

Old Boundry wall 7.50 Cum 823.7 6178.00

32 2.6.1 Excavation: Work in excavation over areas (exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed. : All Kinds of soil.

Foundation 9.00 Cum

33 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

2/3rd of excavated earth from foundation 6.00 Cum 123.9 743.00

34 4.2.5 PCC: Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters,columns,piers, abutments, pillars, post. struts, buttresses, string or lacing courses, parapets, coping,bed blocks, anchor blocks, plin window sills, fillets etc. upt floor five level excluding the cost of centring,shuttering and finishing: 1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size).

Foundation 0.90 Cum 4564.2 4108.00

35 6.1A Brick work with bricks of class designation 100A in foundation and plinth in:

6.1.14A cement mortar 1:6 (1 cement : 6 coarse sand)

Below ground beam 2.22 cum 4819.9 10700.00

36 5.1.2 RCC upto Plinth: 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

Column 0.86 Cum

Footing 4.50 Cum

Tie Beam 0.96 Cum

37 5.2.2 RCC above Plinth: Reinforced cement concrete work in wall (any thickness), including attached pilasters, 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 20 mm nominal size). Cum

Column 10.08 Cum

38 5.22.7B Reinforcement Steel work: Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-10mm dia. @ 150kg/cum. 3810.60 Kg 92.6 352862.00

Centring and shuttering including strutting, propping etc. and removal or form work for Foundations, footings, bases Columns

39 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm

Column 26.88 Sqm

Ground Beam 6.64 Sqm

40 6.18.3A Cement mortar 1:3 (1 cement: 3 coarse sand) 30.00 Sqm 621.50 18645.00

41 6.19A Extra for half Brick masonry in superstructure above pinth level upto floor V level. 30.00 Sqm 89.70 2691.00

42 13.12 Cement plaster in course sand 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 ) 21.60 Sqm 176.40 3810.00

43 13.46A Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : Sqm

44 13.46A.1 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)

Column 21.60 Sqm

45 8.17 Wall lining butch work upto 10m height with Dholpur stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width, including embedding every tenth layer and bottom most layer in masonry or concrete after making necessary chases of size 75x75 mm and by providing layer of 75 mm thick strips i/c 12 mm thick bed of cement mortar 1:3 (1 Cement : 3 coarse sand) i/c ruled pointing in cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer-in-charge. 96.00 Sqm

46 Carriage of materials

Coarse Sand 15.16 Cum 2479.48 37593.00

Stone Chips 22.44 Cum 1903.13 42705.00

Local sand 0.00 Cum 310.47 0.00

Difference cost of Materials 0.00

Total Cost 869362.00

Ticket Counter 1 Nos.

47 2.8 Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 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

Long Beam 1.350

Short Beam 0.540

48 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 0.00

2/3rd of excavated earth from foundation 1.26 cum 123.9 156.00

49 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shutering-all work upto plinth level. 0.00

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

Foundation 0.00

Long Beam 0.090 0.00

Short Beam 0.036 0.00

50 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 0.00

(a) 5.33A.1 All work upto plinth level 0.00

Long Beam 0.405 0.00

Short Beam 0.162 0.00

(b) 5.33.A2 All work from plinth level upto floor V level 0.00

Counter 0.090 0.00

51 5.9 Centring and shuttering including strutting, propping etc. and removal of form for: 0.00

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

Foundation 0.00

Long Beam 0.600 0.00

Short Beam 0.240 0.00

(b) 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 0.00

Long Beam 2.700 0.00

Short Beam 1.080 0.00

(c) 5.9.4 Shelves (Cost in situ)

Counter 2.100 0.00

52 5.22 Reinforcement for R.C.C work including straighting,cutting bending,Placing in position and binding all complets. 0.00

a 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia 24.480 kg 94.5 2,313.00

b 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. 55.080 kg 90.8 5,001.00

c 5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia. 42.840 kg 91.7 3,928.00

53 6.18A Half brick masonry with brick of class designation 100A in foundation and plinth. 0.00

6.18.4A Cement motar 1:4 (1cement : 4coarse sand) 0.00

125 mm wall 0.00

Ticket counter Front side 1.8 0.00

Back Side 4.725 0.00

Partion Wall 12.6 0.00

54 6.19A Extra for half Brick masonry in superstructure above pinth level upto floor V level. 19.125 sqm 89.7 1,716.00

55 6.21A Extra for providing and placing in position 2Nos. 6mm dia. MS bars at every third third course of half brick masonry (with F.P.S. brick) 0.00

56 13.12 15mm cement plaster of mix : 0.00

13.12.1 1:3 (1 cement : 3 coarse sand) 0.00

57 8.2 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. 0.00

8.2.2 Granite of any colour and shade 0.00

8.2.2 Area of slab over 0.50 sqm 0.00

Counter 1.350 Sqm 4401.2 5,942.00

58 11.41A Providing and laying Vitrified tiles in floor in different sizes {thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only.Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. 0.00

11.41A.1 Double charge vitrified tile polished finish of size 0.00

59 13.80A.1 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 0.00

60 13.78.1 Applying one coat of cement primer of approved brand and manufacture on wall surface: 0.00

61 13.46A Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 0.00

13.46A.1 New work (Two or more coats applied @ 1.43 ltr/ 10 sqm.over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). 0.00

62 Carriage of materials 0.00

Local Sand 0.000 cum 310.47 0.00

Coarse Sand 3.566 cum 2479.48 8,841.00

Stone Chips 0.677 cum 1903.13 1,288.00

Difference cost of material 0.00

Total with 18% GST enhance of 12 % (A) 70,359

Total Cost for 2 Ticket Counter 140,719

Toilet Block + sanitary plumbing & electrical+Septitank

63 2.8.1 Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

64 2.28 Supplying and filling in plinth with local sand and under floors 0.00

Grade Beam H 0.27 0.00

Grade Beam V 0.17 0.00

Grade Beam V 0.05 0.00

Porch Area 3.10 0.00

Toilet 2.72 0.00

foundation 1.59 0.00

65 11.72 Providing 100A 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/I 0.00

Grade Beam H 3.56 0.00

Grade Beam V 2.25 0.00

Grade Beam V 0.62 0.00

Porch Area 5.08 0.00

Toilet 4.46 0.00

foundation 20.91 0.00

66 5.1.2 Providing and laying in position specified grade of RCC 1:1.5:3 excluding the cost of centring,shuttering ,finishing upto plinth level as do all complete job 0.00

foundation 4.08 0.00

grade beam H 1.09 0.00

grade beam V 0.68 0.00

grade beam V 0.19 0.00

plinth band 0.27 0.00

column upto foundation 0.18 0.00

67 6.1.14.A Brick work with bricks of class designation 100 A in foundation and plinth in : Cement mortar 1:6 (1 cement:6 coarse sand) 0.00

68 6.1.14.A+6.3 Brickwork for SuperStructure 0.00

V (Porch) 1.37 0.00

V (Toilet) 2.40 0.00

69 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, 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. 0.00

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

70 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, 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) 0.00

ROOF BEAM 0.36 0.00

roof slab 1.23 0.00

71 5.9.1 Centering and shuttering including struttng,propping and removal of form for fondation,footing,bases of column etc. for mass concrete. 0.00

foundation 0.00

grade beam H 1.09 0.00

grade beam V 0.68 0.00

grade beam V 0.19 0.00

plinth band 0.27 0.00

72 5.9.6 Centering and shuttering including struttng,propping and removal of form for columns,pillars,piers,abutments,posts and struts 0.00

stiffener 1.39 0.00

73 5.9.5 Centering and shuttering including struttng,propping and removal of form for lintels,beams,plinth bams,griders,bressumers and contilevers. 0.00

ROOF BEAM 4.04 0.00

74 5.9.3 Centering and shuttering including struttng,propping and removal of form for suspended floors,roots,landing,balcnies and access platform 0.00

roof slab 12.23 0.00

75 5.22.7.B Reinforcement for R.C.C work including straightening,cutting,bending'placing in positon and binding TMTC-500 10mm dia 0.00

76 10.14.1 providind and fixing T-iron frames for doors windows and ventilators of mils steel Tee-section cemen concrete block 15*10*10 cm of 1:3:6 0.00

78 9.143 Providing and fixing uPVC door frame made up of uPVC extruded section size 65mm x 55mm with wall thickness 2.0 mm 0.00

79 9.142.2 Providing and fixing 35mm thick factory made solind panel PVC door shutters made up of single piece do all comp job 0.00

80 13.24.2 6mm cement plaster to celling of mix 1:4(1cement:4coarse sand) 0.00

vide item no. 13 6.28 sqm 125.6 789.00

81 13.11.2 12 mm cement plaster of mix 1:4(1cement:4coarse sand) 0.00

internal side 0.00

Toilet 36.44 0.00

Porch area 16.11 0.00

outer side 0.00

Deduct for 0.00

82 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level 1:2:4 (1 cement: 2 coarse sand: 4 aggregate) as do with all complete job 0.00

Porch area 0.39 0.00

Toilet 0.34 0.00

deduction for seat -0.14 0.00

83 13.80.A.2 providing and applying white cement based putty of average thickness 2 mm of approved brand and manufacture, over the plastered wall surface to pray prepare the surface even and smooth complete 0.00

84 11.39 Providing and liying ceramc glazed floor tiles 300*300mm (300 thickness to be a specified by the manufacture) of first quality conforming to IS: 13775 of NITCO,ORIENT,SOMANI,KAJARIYA or equivalent make the colour such as White ,ivory,grey, Red Brown lead to 20 mm cement motor 1:4 including grouting the joint with white cement and matching pigment etc complete 0.00

vide item no. 22 2.37 0.00

85 11.36 providing and fixing 1st quality Ceramic Glazed wall Tiles approved make in colours such as shades except burgundy, bottle green,black of any size Skirting, Dado 12 mm thick bed of cement motr 1:3 0.00

Toilet 15.62 0.00

Porch area 12.08 0.00

outer area 8.64 0.00

Deduct 0.00 0.00

86 13.79.2 finishing walls with water proofing cement paint of approved brand and mnufacture and of required shade to give an even shade.New work(three or more coats) 0.00

vide item no 19 1.91 0.00

vide item no 20 28.52 0.00

For Tiles area(vide item 25) -8.02 0.00

87 13.81.3+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) 0.00

vide item t-iron frames for door and windows 11.34 sqm 118.10 1,339.00

88 17.7.4 Providing and fixing White Vitreous China Flat back wash basin size 550 x 400 mm with single 15mm C.P brass pillar tap 0.00

89 17.4.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430 x 260 x 350 mm and 340 x 410 x 265 mm sizes respectively with automatic flushign cistern with standad flush pipe 0.00

90 17.1.1 Providing and fixing w.c squatting pan ( indian type W.C.) with 100 mm sand cast iron P or S trap.....with flushing cistern do with all comp job 0.00

91 17.3.1 Providing and fixing white viterous china pedestal type w.c (european type W.C.) with seat and lid with 10 litre low flushing cistern do with all comp job 0.00

92 18.33 Construction machinery chamber 60*60*75 CM inside in brick work in cement motor 1:4 sluice valve with CI surface box 100 mm top diameter, 160 mm bottom diameter ,180 mm deep (inside) with chainedlid and RCC tops slab 1:2:4 mixed,i/c necessary excavation, foundation concrete 1:5:10 inside plastering cement mortar 1:3 with floating Coat of net cement completed as standard design 0.00

93 Carriage of materials by mechanical means including loading, unloading and stacking with all complete job. 0.00

ii Stone Chips 8.85 cum 1903.13 16,840.00

iii Coarse sand 11.24 cum 2479.48 27,873.00

iv Local sand 9.48 cum 310.47 2,944.00

vi Steel 0.24 MT 492.75 120.00

94 Extra cost of materials 0.00

i Cement 5.06 cum 356.20 1,804.00

Cost of 2 Toilet 1,829,665.00

95 2.8.1 Earthwork in excavation in foundation of 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 1.5m including getting out the excavated earth cum 360.7 5267.00

96 2.28 Supplying and filling in plinth with local sand and under floors cum 287.3 289.00

98 11.72 Providing 100 A Brick flat soling joints filled with local sand……...do…….. with all complete jobs. sqm 283.3 1872.00

99 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level 1:2:4 (1 cement: 2 coarse sand: 4 aggregate) as do with all complete job cum 3998.1 4026.00

100 11.3.1 cement concrete flooring 1:2:4 finished with a floating coat of neat cement including cement slurry etc but excluding the cost of nosing of stps etc.complete 40mm thick with sqm 289.1 929.00

101 6.1.12/1 Brick work with bricks of class designation 100 A in foundation and plinth in : Cement mortar 1:4(1 cement:4 coarse sand) cum 5017.9 13661.00

deduction -0.05894429854

102 5.9.3 Centering and shuttering including struttng,propping and removal of form for suspended floors,roots,landing,balcnies and access platform sqm 437.5 6851.00

side cover 5.840740445

bed pcc 6.606514166

103 5.1.2 RCC upto Plinth: Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upto plinth level excluding cost of centring, shuttering, finishin and reinforcement. 1:1:5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). cum 4688.3 5568.00

104 13.18 15 mm cement plaster of mix 1:3(1cement:3coarse sand) finished with a floating coat of near cement sqm 229.3 6273.00

deduction -0.9295062463

iii coarse sand 5.909218402 cum 2479.47728 14652.00

106 Extra cost of materials

107 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.

108 24.2 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 directionof Engineer -in-charge,beyond 90 metre & upto 150 metre depth below ground level.

109 24.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS:12818, including required hire and labour charges,fittings & accessories etc. all complete, for all depths,as per direction of Engineer -in-charge.

110 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.

111 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-incharge. 14 CUM 1343.2 18805

112 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method,measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 12 HOUR 916.8 11002

113 24.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/mcasing pipe, removable as per requirement, all complete for borewell of:

114 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

i 18.9.5 40 mm nominal outer dia Pipes 156.17 meter 477.6 74587

Total cost for Tube well item 288937.00

Total with 18% GST enhance of 12 % (A) 304424

115 BCD horticulture 23.1 Trenching in ordinary soil upto a depth of 60 cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge of/and manure before and after flooding trench with water (encluding cost of imported earth,sludge or manure).

116 BCD horticulture 23.3 Supplying and stacking Sludge at site including royalty and carriage

117 BCD 2.28 Supplying and filling in plinth with local sand under floors including, watering, ramming consolidating and dressing complete.

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

119 BCD horticulture 23.13 Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%). flooding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as drected, within a lead of 50 m lift upto 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)

120 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.

18.9.3 25 mm nominal outer dia Pipes 500.000 metre 294.7 147,350.00

Total Cost of BCD Item (A) 488,593.00

Total Cost of BCD Item with 18 % GST (B) 514,782.00

121 Carriage of materials

local sand 21.60 Cum 310.47 6,706.00

Difference 0.00

Total Carriage cost with 18 % GST 10,170.00

Total Cost of work 524,952.00

SANITARY INSTALLATIONS & PLUMBING WORK

122 BCD 17.31 Providing and fixing 600x450 mm beveled 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 complete. 2 each 1068.50 2,137.00

123 BCD_2022_18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 2 each 96.80 194.00

124 BCD_2022_18.53.1 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 6 each 500.40 3,002.00

125 BCD_2022_18.21 Providing and fixing uplasticised PVC connection pipe with brass unions : 0.00

126 18.21.1.1 30 cm length 15 mm nominal bore 10 each 74.80 748.00

127 BCD_2022_17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 0.00

128 17.28.2.2 Flexible pipe 40 mm dia 10 each 104.40 1,044.00

129 BCD_2022_18.38 Painting of GI pipes and fittings with synthetic enamel white paint over a ready mixed priming coat, both of approved quality for new work. 0.00

130 18.38.6 50 mm dia. nominal bore 8 metre 30.20 242.00

131 BCD_2022_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 fitting and base support for tank. 1000 per litre 9.70 9,700.00

132 BCD_2022_18.5 Providing and fixing PTMT grating of approved quality and colour. 0.00

133 18.58.1.2 125 mm nominal dia with 25 mm waste hole 8 each 45.20 362.00

134 BCD 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. 0.00

135 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less 8 each 424.00 3,392.00

136 BCD 18.16 Stop Cock: Providing and fixing brass stop cock of approved quality : 15 mm nominal bore 8 each 303.80 2,430.00

137 BCD 18.15.1 Bib Cock: Providing and fixing brass bib cock of approved quality : 15 mm nominal bore 10 each 303.80 3,038.00

138 BCD 18.64 Swivelling Shower: Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms 8 each 106.10 849.00

139 BCD 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 20 Mtr 233.90 4,678.00

140 18.7.2 20 mm nominal outer dia Pipes 0.00

141 BCD_2022_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

143 BCD-2022_12.39 Making khurra 45x45cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm nominal size) over PVC sheet 1mx1mx400 micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete : 3 Each 189.40 568.00

Electification work

144 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR 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.

Ceiling Light point point

LED light in holder on wall light point point

Total = 9 point 1146.00 10,314.00

145 1.4 Wiring for twin control light point with 1.5 sq. mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box etc as required. 2 point 1248.00 2,496.00

146 2323 12"(300mm), 230 V metal exhaust fan of approved make 4 each 1600 6,400.00

(a) 1.50 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required (1.50.1 Upto 450 mm sweep) 4 each 296 1,184.00

147 BCD_2018_2326 Regular/standard make 1400 mm sweep Each 1,250.00 ceiling fan 0 each 1250 0.00

(a) 1.45 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length ( upto 30 cm ) with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable including providing and fixing phenolic laminated sheet cover on the fan box etc. as required including making good the damage, connection, testing, commissioning etc. as required 0 each 119 0.00

148 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 0.00

(a) 1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 100 Meter 201 20,100.00

(b) 1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 120 Meter 246 29,520.00

149 1.60 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 required. 4 Each 828 3,312.00

150 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. 0.00

2.1.1 16 Amp, double pole 4 Each 978 3,912.00

151 2006 20/25 watt X 4 ft aluminium extruded suspended type lighting system ensuring unifrom and continuous illumination including suspension system and electronic driver etc. Minimum efficacy 100 lm/w 2 Each 1,680.00 3,360.00

Electrical Estimate of Street light

A. INTERNAL ELECTRICAL WORKS

152 BCD- 8.23.1 Supply and erection of 7 meter height Hot-dip galvanised octagonal street light pole with following arm with top dia 70 mm and bottom dia A/F 155 mm, made of 3 mm thick sheet along with base plate of size 260 X 260 X 16 mm , small door opening for junction box mounting with MCB & connector, cement concrete of 1:3:6 including excavation,refilling and suitable size foundation bolts with template and all complete job as required.(but without pole collor)

153 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 0.00

1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 750 Meter 201.00 150750.00

154 BCD- 5.14.2 Supplying and fixing following types LED street light with minimum efficacy 100 lm/w in die cast aluminium housing, toughened glass, lP 66 protection and complete with electronic driver etc on pole/building including connection earthing the body etc as required. 45 watt 30 Each 3382.00 101460.00

155 2316 Supplying and fixing Floor mounted outdoor feederpillar cubical type panel board, fabricated with 14guage iron sheet suitable for panel mounted SFU/MCCB and complete with bus-bar chamber, insulator, nut-bolt with MS 40 X 40 X 5 mm angle stand and complete with powder painting etc as required. ( But without busbar copper strip, MCCB, & PCC work ) 21.0896 Sq. ft. 1500.00 31634.00

Total cost with 18 % GST 1106804.00

156 Total of Scheduled Item 16,252,301.21

Seigniorage Fee

Local Sand 148.39 Cum 141.85 21049.00

Coarse Sand 310.17 Cum 175.8 54528.00

Total of Scheduled Item 16286299

NON SCHEDULED ITEMS

1 NSI Orient electric LED Garden Light 15 Orient electricR (ORIENT ELECTRIC 15W GARDEN LIGHT) 26 EACH LS

2 NSI Polyalthia longifolia (Ashok) height 180-195 cm. in gunny bag size 30 cm

3 NSI Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.v 20.000 each LS

4 NSI Providing and Displaying Bougainvillea named variety, Sobhra, Thima, Marry palmar, Cherry Blossom etc. well developed with fresh & healthy bushy in full bloom 75 to 90 cm ht. in 40 cm Cement Pot as per direction of the officer-in-charge.

100.000 each LS

5 NSI Mexican grass turf with earth 50mm To 60mm thickness 300.000 sqm LS

CCTV Surveillance System

6 NSI Category CCTV>CCTV cameras Model code DS-2CE16F1T-IT1 Colour Type True Day / Night Resolution TVL 3 MP Digital (DSP) Yes Sensitivity lux 0.01 Electrical Specifications Voltage: 12 V DC Power Consumption: 5 W Focal Length mm 2.8 ~ 6 Picture Elements HxV 2052 x 1536 Back Light Compensation Yes Auto Gain Control Yes White Balance Yes Electronic Shutter range 1/25(1/30)s to 1/50,000s Synchronisation Internal Physical Specifications Dimension mm: 87 x 82 x 226 Weight g: 680 Environmental Specifications Operating Temperature oC: -40 ~ +60 C (-40 ~ +140 F) Protection: IP66 1.000 NO LS

7 NSI AASHI ENTERPRISES Cast Iron Polish Garden Bench, Capacity 4 Seater 40 EACH LS

8 NSI MEHTA OVERSEAS 6 Pole Gazebo With Pole Height, 9 foot Height of pole from the ground-9 foot, width of the roof cover 15 foot , Roof material Polyster 3 EACH LS

9 NSI S/F/F 2 H.P. CROMPTION SUBMERSIBLE PUMP OF ISI MARK WITH STARTER, PANNEL, CABLE, WELL COVER etc. ALL COMPLETE JOB Set LS

10 NSI Information Board 1 sqm 3500

11 NSI Design and drawing including [email protected]% ₹ 114,028.59

Total of Non Scheduled Item 117,528.59

Grand total of schedulrd + Non scheduled item 16,403,827.40